NCC241639_Site Plan or Location Map_20240530

\ 208 ' \
o° CONSTRUCTION SCHEDULE \ \ \ \
o Aae O 1.Obmin all necessary permire and plan approvals.Erasion and 9adlment Convol(E&8C)permit and a CenlOcab o[Covmagc
--:-:'
hp �� � (COC)must be obtained before any land dietwbwg activities occw.A copy of the E&SC permit,the COC and a M1ard copy of the \ �
i, O!0 plan most be kept on site,preferably in epermits box,and accessible during inspection. , \ \ \ '
J�J� 2.Install gravelmmnMtrna;"n enranaarm,then silt fences,reinforced Milt fence \ \\`
a r°A j. G O out and wades. \ \ \ /
e (O G 3.Finish clearing and grubbing any necessary areas on the lots as they are Halted. \
A 4.Begin lotontiue wit andh
excavation 202
.Begin tin wi n house construction activities. 202
Ao 6.Finish all M1 grading d h cons All as n disturbed for 7 days needs to have temporary of permanent \ 2g
7,Install driveways,walks and patios.
rc°i Rf0 qp 8.Be ! d of I \` // `�
P b� O.Final mulching d stabilizing f lot,1 N' 11' 1 the installation of sod on the let The silt fence will \ \ 198
placeuntil the I sodded grassing blind and takes hold. C
6-
60. ?gyp° Po 10.Th Hell conductIf' fin d sedimentationcontrol measures and complete the following \ \ \ \ \
S'05R R>04 ROAD Sb��P p^ G M1ttps/Iwww d combined
8f/an tld f l onn found on h I d l d y I 8 M d m /f /I • \\1
S Twelve di f completeP hall b keptd available for p all- r tied 1 i 26 \
c pyb kep- p b G.S. 3A 541h gG.S 113A 5]S - 5 Cf0400 g 5 (� 3\
NCAC 04 0 00 S f YI\a
BgR(O RO ),N 11.wilt'24h for
f and civent f to th 1mentation control
measures ate to h.Anyn ed dbe performed al p'n xM1allb l J J'atclY to st once every seven J J n rneasureS a /
o W Oq. ON designed,at All ESt project site mm shall be maintainedspecified-thedetails M plan.Aran& g shall be installed \/ 2.0 r' \ /// ,D- \
^0 12.Ins ridfinal az letters.WM1 to 1 N shall contact DEVILS I M1 E&SC s' \ $ \4 '24 [ \Gp N..„.
s
PI After MINUSi f the p< of prof 1 inspection report,the permidee shall 198 1 /dG N SM7
?�P° '•degncgov/NCGOI• submitan electron Notice of termination(e NOT)A$120 annual general permit fee will be charged - / \ `
until the o-NOT has been filled out I I m \ /�' \ �0 \
"Sab°'" GROUND STABILIZATION �� „ 7 / '�
VICINITY MAP SITE AREA STABILIZATION4
EXCEPTIONS \ \ \ \ 202
DESCRIPTION TIME FRAME \ )\ /
N.T.S. PERIMETER DIKES, 7 DAYS NONE I ^•f \ �af /\ \ 21 _ -- --- ---- 1........,_
\
SWALES, DITCHES \ 210 \ \ ma \\ �\
&SLOPES '� \/vl\/ 212 ',O.0
�\ R / / L \ �20 202 ....*"..........-----
(HOW)
HIGH QUALITY 7 DAYS NONE 97$-y \
WATER ZONES \ / / :J/ \
(HOW) / : ///l i \ * ` \� \ ••
SLOPES STEEPER 7 DAYS IF SLOPES ARE \ `"Cra / 29 M'/ \ 210\ \ ?0� I 19 ,
A"SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
THAN 3:1 10'OR LESS IN _♦ \ \........ 204
\
i1 Stree f / ' .
NCGS 113A-54.1`15 AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE > : \
COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER e Z 'N 0 '�// 30 \\ \\\ 17
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN Ti, 14 \ -
SEDSIEN AND DAYS ARE / / IL \ \ \ ( � / \ \ /
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE i5A ALLOWED U, \ 212 31 /
NCAC 046.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY 1 I O B // ��
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR / - \ 18 / I\
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING. FLATTER SLOPES GREATER / I \$ I ` 32 / "Op,
_,
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN ) I / / \ \NAG
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH " / j 12 // / / \FFyM202 ____
CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE(EXCEPT ` , / / _
WITH SLOPES FOR PERIMETERS I CA4 // / / 16
FLATTER THAN 4:1 AND HOW ZONES) / ' / 2 j 21\ �\ I / p1}� // (4-400.
�*t, v. '1 ( / 34 •6 /--
DATE: PAGE: / I I �1 {C� / 15
•
Silt 5 k/Wattle / e / QJ
•
ow�� S.MI m a. MI protection I / //
ii.reg
roteole ?IL II .II- stunted for Iler / N /
I14
zM I _ If IIE - .comitret / / I 210 - z0$ 35 // /
it 1 •
S ekes StakesWeis) / / / I NI
, / / WI 200SECTON SECTIONgra ane(s) ( ki
/the.of a / �//Sat areas should be located et Me edge dale WI / #
40 36 // 13 zoz
<o ARa* �O 4° 4 ""Prevent off) °going / \ \ \ oR // - / oe //.
silt other Inch a 2 inch h cross section 37 12 ryd°
i/ 0
W W veracally plumb,through the center of the allt
maximum interval of 4feet
mum
erval .
Wood Mulch or Com st Min I / 206
UNTRENC,1 2 heiIght of log TgfOu0E n4' a of 8 feet me Mat mokMmb crle(le.hilts in. �whenA .3 / zo9
sacks/wattles are used on
•
.mw...w.".-.own.�..®, swami.. \ /socklwattle to as n in plan oaring runoff awns
ISOMETRIC _ /VIMAINTENANCE, \1. Inspect silt sackae at least weekly and EW
/ 3� // CA2 •
COMPOST m«Npw ROW RATES ,a ,"„/ *//////////////ii
I 4 `G'\� 01- / // t J�
mr...RI socks Den D n •
c(,5 tz rim Alt) za eon (m^ z ante must be replaced clogged or Mulch or Compost
needed to allow for adequate Sow. b ONSTRUCTIpN ^ �� \ / / / 'J'
Sheet Foxy ...cited ,�`om a rim) (Sant rim) (eom am) rim] / I LIMITS I `.?y \' ♦ �J /
WnMa< f watttmek,aL::n;�m(a�i oas`m) i�g`mi (T m) (�`a m) (eoo�) a wATTL� \� / // //� 11 Y ��
m�;`nt. ins:" Om OBS '(281 (SU S. d peeteandthe:�a"bovethe l I ' I5 G N.N. /// *. / / \
l//m) I//m) I//m) I/m/m) I//m) m eumn`ass n pemwrwrmystabiiimd. / II
REI FORC D SIL FENCE \ •FENs' I 1O ^"�/
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION / / SI e UTLEE 21 1 2oz l`
h CO STRUC ON �-' • / 9 ) •,ra''
DATE: PAGE:
2 2 EN RANCE ir /
I . I // / I 8 Gio
R Ntw 4 ll Ito s ll No Ntw Nous Nous Ito
II�II��I II Iy� � �
A� m+TwA.Tr „r--a � arm tx-T. .'ova--o-.ry -s=. tit Z_I `' I :te- .Tn •r� Z Z / / ` 292 2U9
ED�
'111111111141
LEGEND ....'".--
Notes, 111110 / \
II
1 If needed,Tree Protection fencing should be installed along the buffer zone wetland / / �'
FLOW DIRECTION boundary and/ordie eter. protected trees proVdngared us of at leash 25 feet for each \ / IJ&_ ..nch of trunk over •
SILT FENCE 2 Install Silt Fence on the low elevators sides of each lot Install S R Fence outlets shown on I
DIVERSION DITCH TD-TD- achemat'dtl agram and field adjusted,f necessary,for placement at low points.If lots are
WADDLE/SILT socks oantlguous and have different land owners or builders each lot should haveindividual S k
•
SILT FENCE OUTLET r® 3.Installr d Silt Fence within l0 feet of to ensure there is no conflict with I 200
CONSTRUCTION ENTRANCE required property he / I \� ./."
.....
414
/ /
septic system Its the responsibility of the builder to ensure the installation of sediment
,)
ceMrol measures does not impact the septic system and repair area(s) I 202 _�'
4.A[least one Construction Entrance/Exit is to be installed per lot / / 198
5.Waste bins and other areas dedicated for managing building material waste shall be at
least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that / / / /
no other alternative exists.If this separation cannot be achieved,these areas must be 202
contained behind Silt Fence. / ' / /
/
6.Inlets downstream of disturbances should be protected;streets should be swept when
sediment from the construction activity is present. / /
/ O -� �202
7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are
provided on additional sheets.Erosion and sediment control details are not drawn to
L- -- - scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES /• / L00 2p2 /2�Q\
/ / \ // //
DATE: PAGE:
\,� PAGE 1 of 2
y4 TOTAL DISTURBED ACREAGE: 0.48 ACRES
�oaa /r���l MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOT EROSION CONTROL PLAN
•���=• LOT 5
..r ar erS,,
G o.
\ - - Mtn.
`0 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 anyparticular lot do not adverse) affect anyof the installed erosion control measures.If lot construction dictates measures will be
QJ �1.IFIlti .. Team p y SPELL ESTATES
r r r r r r r.r-r r w`bpa, 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.
/i444444447i7 74:4 r`r`r .� 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
r r r r_r.re r r r.r- 2 2 2 2 2
�=r` a MP -`I`I`r`r`rY`0101`I_ objectionable materials spilled,washed,or tracked onto public roadways. FOR
/ r-r r r r r r r r r
' r'-'�-� inspectedAny repairs should be made immediately. Damaged or decomposed fabric should be replaced
>; .-_.r r _.r_•..,. Silt Fence-Sediment fences should be at least once the week and after each rainfall event. g p p promptly.Any sediment deposits that build up against the fence should be removed and disposed of properly to insure B E N JAM I N STOUT REAL ESTATE
�� s'''"' `I it,! 4, I I�`I ,"' that the removed sediment does not wash back against fence.Adequate storage volume should be provided for behind the fence at tall times.Take care to not undermine the fence during cleanout operations.
''`0_ '*Y="' SERVICES, INC.
' 0:�._y:. it .is" 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
"' W 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. PARKTON TOWNSHIP ROBESON COUNTY
Construction: Maintenance: 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' APRI L 2024
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 l inch or 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.
material and properly grade it. greater rainfall;make any required repairs immediately. 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
smooth it. from leaving the construction site.This may require periodic 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 4.
3.Provide drainage to carry water to a sediment trap or other suitable outlet, topdressing with 2 inch store. sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water.
4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or d ,�
subject to seepage or high water table. tracked onto public roadways. 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 underminingthe fence during cleanout.Remove and replace stone as necessary g p ryas it becomes clogged with sediment.Remove all
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 )
CONSTRUCTION ENTRANCE/EXIT
1 inch = 100 ft.
MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE BF-0106
LAST SAVED:4/25/2024 11:50 AM LAST PLOTTED:4/25/2024 11:55 AM PLOTTED BY.Dennis Gilbert FILENAME:O\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\23-2510-07 SPELL ESTATES-EC\PLANS\SPELL ESTATES-LOT 5.0We