NCC242806_Site Plan or Location Map_20240912

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4Plip CONSTRUCTION SCHEDULE `\I\ \\\
S 1.Obtain all necessary permits and plan approvnh.Erosion and Sediment Conuol(P&BC)Portrait and a Certificate of Coverage
F ,,,yq,F , ' (CDC)must be obtained before any land disturbing activities occur.A copy of the E&SC permit,the COC and a bard copy 11I \I\NQ`"`tg0 , of Me plan must be kept on site,preferably in a permits box,and accessible during inspection.
a o 2.Install gravel co...on entrances first,than silt fences,reinforced silt fence
outlets and wattles. % \\\ -�
J T SR m14 AD $ , epD 3.FN.clearing and grubbing any necessary areas on the lots as they are started. \
STED y� D'1'q pfdex a.Begin lot grading and excavation activities
\\\\1 111-
sROgpA 5.Be81n«<ontivue with house construction activities.
R a26 � 6.Finish all rough grading and h°uu construction.All areas not dismhed f«]days needs to have temporary or permanent
�uvdwv«instilled \\\
Vo' GOpw,N]Tr- ]. tall driveways,walks e.patios.
$'. SR-iaj' r B.Begin fine grading of lot saes \I\
9.Final gassing,mulching and stabilizing of lot.In must cases this will involve the installation of and on the lot.The silt \ \\\Q2
'® St
°$ oDa�qaF 2'0 li ,
DaoseoaoR rencewnremain in place until me rat soda.or grossing vamltEea aria takes Hole.
OW 10.The contractor shall conduct self-inspections of the erosion and sedimentation control messures end complete Me following 1\I� \I\
combined self-inspection form found on the DEMLR website /�
r `+M'� '�� Ce SITE o bttpstrvor.de9.nc.govabouMdivisionsrene -mneml-and-land-resourcesrstomrwater,stormwater-p gram/mdesconsmsction-progm. \ V�
4 rc Twelve months of complete inspection forms shall be kept'n site and available for inspection at all times.It is I 111 %
b in a copy be kept a Permits box.Ref G.S.13A-54.1 through G S.113A-57 Sections 15A NCAC 04A.0101
pea I though I5A NCAC 04E.0504 General PermitNCG 010000 WOES for Conslruction Activities.
w� I I.Self-hupections for erosion and sedimentation control measures are m be perform.at least once every seven calendar days \
m and wiMin 2A hours°revery rain event of greater than l inch.Any needed repairs shall be made immediately to maintain \\\Q�\\I 2 \ CONSTRUCTION
measures as designed.All ESC measures shall be maintained as specified in Me construction(Neils on Nis plan.A rain �\I\ /'_ LIMITS
LO gauge shall be iusmlled at the project site for monitoring r
fist-92m
14I
g ' m 0 1S.htapedlovavdfivalaccepwvicelexers.When Nep Jectls complete,the pemmiNcs shall contact DEMLR to close out the
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P.&SC Plan.After DEMI.informs the Pormmee of the project close out,via Inspection report,the permit.shall visit
bib -t ,.Bp. mow "deg.nastoma5-1"to submit.electronic Notice oftmninationre-NO'1).A$120 annual general permit fee will be / \\\�1\\ /
10 charged until the a-NOT has been filled out /
IN g
z $m' GROUND STABILIZATION \\\ 11'\ Lot Plan
( , REMAINDER OF
SITE AREA STABILIZATION `�\\` LOT EMAIN \
@g EXCEPTIONS 1 \ , UN:3ETiTs.40TAuTR,
RBED
VICINITY MAP DESCRIPTION TIME FRAME \\I� \
N.T.S. PERIMETER DIKES, 7 DAYS NONE O°
SWALES, DITCHES \\\cs\U _ ,
&SLOPES ID1� 4
HIGH QUALITY 7 DAYS NONE Lot Plan NDEROF� LO REMAIN
APPIP
WATER OZONES \\ \\ �✓, \ B&H UNDISTURBED
SLOPES STEEPER 7 DAYS IF SLOPES ARE \\I ` 5:,1 \ _' ONSTRUCTION 1
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
THAN 3:1 10 OR LESS IN \ 1\1 \\1 LIMITS `\
NCGS 113A-54.1`IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE 5
COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER \ \\I \I`\
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN
DAYS:ARE 14
EROSION AND
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED \ % 1\.\
NCAC 04B.0131 STATES AT-..,DOCUMENTATION SHALL BE ACCOMPLISHED BY
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR \ K
THAT
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH 111 1 O 1 6 \ 1
CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE(EXCEPT \\\ \\'`.\ �@ CON TRUC1 N \
LIMITS
WITH SLOPES FOR PERIMETERS J CELL
FLATTER THAN 4:1 AND HOW ZONES) \. k
%\\\ \\'\ y REMAINDER OF TOWER
LOT 7 TO REMAIN \ LOT ��
)lk\\t W \
, UNDISTURBED / ` /
DATE: PAGE: 1�z 1 Lot"H tan 1 J
S Sock/W Silt 5 k/Wattle
cc
FL �� I ye FLo II ro eecnon REMAINDER OF
_. Id'o5 �II•�r 0-_ -rates t°r
-i- - \ LOT 8 TO REMAIN
12 Mn JL; b comPem UNDISTURBED
Stakes 2 2 q of deform
Stakes ,should be feet>einstalled parallel nedt�maafata 1
and a minimum SECT ON SECTION ha located&.edge
tIN ••'• \� 8
Pat areas should bemcaeeaEl Ecs or IN JOINT DRIVEWAY 41.
Lot Plan
----
land
rtce.ma ends of the silt CONSTRUCTION
socMwanla(s)should be turned slightly ups op°m ENTRANCE „H„
�D �. prevent...ern gang around theend°tme 11\ 11\ \
e^^Ha skt„I - 1 11\ 0 1 CONSTRUCTION \ •
IWI W be hardwood stakes wma2
s section should be dd. 11 LIMITS
through the cemeratne silt
rvalof4D°eemma.ata \11 9 , - 0
interval a 4 feat°r a atm mom interval
ranNM1 n a meapMaana.nah _ -
«Nora e \ \11 \\\ \ 168
Wood Mulch t 9rouna a'Min. s. In theanapwalele lie..en To 1/2 height of log In the waneaareus.on pmbeni M1eevy
DN REN HEDINaTALANDN ENTRENCHEDINSTALLATION. sonkreatbMew M1itlnp°sedlhinrunoff l 111 111
.ms.m,"..rr...emeocrromemmayrk m,,
ISOMEMC VIEW sod,/wants to Hale it in pace aunnp runoff events.
MAINTENANCE: 'IA1
1. Insp.silt sock/wattle at least w.nly
each
r«t v r."."I uanaaner .
COMPOST SOCK IN.&ELM RATES as CONSTRUCTION
Mukn«Cempost a,nrn a Ina, a Inm ant"m 1`\ ,O LIMITS
e ll ors g�reaterra a
to allow
%
a«wigl...mngexcess.,
a
for Umrench.Socks
ode peagn wanoet`ver gym) (cool.om)(tiso"m)(eee"m) "m) 2. sltu artaessee or 1
slreetNwy g Are a. m a . \\ REMAINDER
w«k Are f Silt*awe
Mm<�atnm(az) 'WV (z�Fm) 000 Joo diameter or a different measure. a 1\ \n LOT D T REMAIN
coat m> ( m, aim�derMd� re to 1\\
xTppuuac die 11 UNDISTURBED
a na ts.o 5 f
IIe
Cn a 9 m/rt aPm/n aPm/a win/ft apm/rt eerie Ism
(a> Oat O86 (let (S7a h b.nper creme nreelizod.ha m
nos Haan permanently stae'zaa.
111 \ A \ 11
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION sz z cot Plan REMAINDER OF bh
L- .;� \ \\1 \ % LOT 12 TO REMAIN - -�
Zz UNDISTURBED
DATE: PAGE: 1\\ \\ , 1
1\\ \I 12
NCO \\\ \\\ 1�1 Lot Plan I
C\
¶ R 11 ✓. '% l/71 i� e 2q \ \ \\\ \\\ `\� 13 CONS
TION - ............
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L ' 'I jam ° I % % , I 'a 'a 'C 'N bz
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T R ll xa it HOUSE �. t� sous 2
INLET7-Y / )
DE OF CURB DAnwAy ; A4 r--r 1\ 111 \
CURB Notes: be /
1.If needed,and/or
Protection ected trees, ro installed alongthe beast 1.25 zone, for a \\\ 16 II
boundary trunk
is around protected trees,previtlin9 a radius of at least 1.25 feet for each \\ /
LEGEND Inshof Wnknce oath. \\ \
2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on )
FLOW DIRECTION @ schematicldiagram and field adjusted.if necessary,for placement at low points.If lots are / /
SILT FENCE contiguous and have dM t land owners or binders each lot should haveindividual Sltt
SILT FENCE OUTLET ® 3 Install Fences - \ \\ \\\ / \ /
�' /requhetl Silt Fence IN 10f et of property t0 ensure there in congtrl with
CONSTRUCTOR ENTRANCE septic system.It's the responsibility fthe buildert ethe-nstallatiOn M sediment ...-
CURB INLET control oneCesdoesn t' p of pt be
drepair area(sj "-- \\ \ /�
d WAt aste
One and
other ar Ei to f-s tub installed per lot. /
5 Wast bins and other areas dedicated form protected;
g managing rig material waste shall be at
e
least 50 fret away from storm drain inlets o drainage dkches unless It can be shown that
no other alternative exists.If the separation ib achieved,these areas must be 111 / / 0
contained behind S k Fence I
6 Inlets downstream of disturbances should b rot d d treats should be swept when Vt.
II /
sediment from the construction activity spresent.
\\\
..\NC-Environm en to Hoeg 7,Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are
provided on additional streets.Erosion and sediment control details are not drawn to scale. / / \\\ \\I �// /
------------- TVPICALLOTLAVOUTWITHCUREANDGUTTER / / ' PAGE 1 of 2
DATE: PAGE:
TOTAL DISTURBED ACREAGE: 5.01 ACRES
/ LOT EROSION CONTROL PLAN
,fie
LOTS 3, 4, 7, 8, 11 & 12
°as. / MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION SUSAN TART
• S
General-AII measures will be ins acted and corrections made after runoff producing rainfalls or at least once per 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 g p any
y y DEVELOPMENT
����t�.��� 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 i the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover.
/,,4. -`J•'J-J S:�-.`at s FOR
/ ••ygy¢_iab'WA a'� 1 1 � e „�_ Gravel Construction Entrance-The gravel pad should remain n 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
/OF- -4 � X objectionable materialsspilled,washed or tracked Id d onto P bl L roadways. A&G RESIDENTIAL, L L C
4 sy..;V-a �:#, a 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
/ ='i� w-S- ..‹.,(O 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.
-_-'44i1; f;s,P EASTOVER TOWNSHIP CUMBERLAND COUNTY
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 SCALE: 1"=100' JULY 2024
Construction: Maintenance: •-• 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. GRAPHIC SC ALE
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
material and properly grade k. greater rainfall:make any required repairs immediately. 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
2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a 00I1JIion to prevent mud or sediment 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. 100 - N I. o O
0
smooth feed from leaving the construction site.This may require periodic
3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone.
4.Use geoteAile fabrics in order to improve stability of the foundation in locations 3.lmmediately remove all objectionable materials spilled,washed or 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
subject to seepage or high water table, tracked onto public roadways. sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. ( IN FEET )
CONSTRUCTION ENTRANCE/EXIT 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 h = 100 ft.
fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAVETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE#F-0106
LAST SAVED 7/29/2024 9:33 AM MST PLOTTED:7/29/2024 11:37 AM PLOTTED BY.Dennis Gilbert FILENAME:G\STAFF\DENNIS\DENNIS WORK FILES\PROJECTS\EC NEW PROJECT\EC-SUSANTARTEc\SUSANTARTEC-LOT53,4.7.8.11&12.DWG