NCC242420_Site Plan or Location Map_20240812

to, CONSTRUCTION CONSTRUCTION SCHEDULE \ \ I I �i / / ' ///// Zr /� /
OHNSOON FARM 1.Obtain all necessary admits and plan approvals.Erosion Sediment Covtrol(E&sL)Permit ova a Certificate of Coverage f
9y 'i10 (COG)must be obtained Iefore any lend disturbing activities occur.A copy oftheEASC permit,Me CGC a.a hard copy of the \ \ I 1 1 I I / / "4Q/ / / / / /
plan mus[be kept on site,preferably in apermirs box,and ec<esmble during inspection. 1 I I / "aJ.V /
2.Install gravel construction entrances first,then sill fences,rewforced silt fence p
'� SITE on0emand waWea / / " / /\j /
S' T 3.Finish Clearing end grubbing any necessary areas on the lots as they are started.
4.Begin lot grading end excavation activities I I / .7",,,,,
3.Begin or continue...use construction activities. \ / /
� 7 6.Finish all rough grading and Muse construction.All areas not disturbed for T days needs b have temporary or permanent SODDING 'i1O
Bmlmdcover installers. I\ /
NAIRN ST I., ].Install driveways,walks and patios. I I / ]�3/
CURRIN T w e.Begin We grading nflmareas �� `\\ I 1 \ \ \\� / 16 �5 I ��1 I / ��
9.FinW gmssin%.mWchwg am stabiliavg of lotfemost rases this will involve the WSIWlatiw of sod on the lot The silt fence will / I/ [�
cow EcT
y remaintr place until onduct s sodded lEinsporgmsof issbbionand and se rakes Mid e 1 I \ 1 \ ryy0 / / 7 / I ' I I ``//� Ay
vj} 10.'Ihe contractor shall conduct self-inspections of the erosion and sedimentation control measures and complete the following `\ \ \ ` 1. I II1 // PT�yN
combined self-ivspettion form found on the DEMLR website eays.N 17,.vPaces. \\\\ \ \ \ / 17 e• / e I 1♦ / /M1ttps://www.deq.nc.gov/ab°u✓divisions/enerw-mineral-end-land-resources/smrmwater/stormwater-program'nPdee-construction-Program. µ� \ \ \ I( 1(
Twelve months of complete inspection forms shall be kept on site and available for inspection at all times.It is recommended a
H
L+ copy be kept ins Pennns Mx.Ref OS.IIIA-54.1through G.S.IIIA-ST Sections lSA NCAC MA UI01 through ISAism \ \ / /
US NCAC 04F.U504 General permit NOG OIWW NpDF6 for Construction Activities. T-^ \ \\ \ / ♦ / / /f
I1.Self-inspections f d d' m measures arembe performed I every seven calendar days and 1 I
MCCLOSICBYRD 401within24h [very of greater N 1inch.AnY needed repairs shall be madeimmediately mmainmv,measures as vcivieseT MUM cox a \\\\\\ \ \\\ \\\ \ / / / / J I 1 ))/// I I
designed.All SC m M1WI b maintainedspecified'Me details Ws platyrain gauge shall be installed • /J
at the project site fewionito.g. 4
12.Inspection and final acceptance letters Whentheproject complete,theP Imes shall contact DEMLR 1 theMSC Aaten \\ \ \ / / / t
Plan After DEMLR Ito sub thean
f M1 P SinspectionSIN
the general
shall Yj \ \\\ \ \ (
'deq tic govMCO01"m submit en electronic Notice of termination(A NOT).A 5120 annual general pewit fin will be charged / ( //
until me ANOT has been fill.out A\ \ 42 / 43 '( ( (/( (/ ((
VICINITY MAP a+� GROUND STABILIZATION � I�I; 711 AA \ v � 18 �]e
pA E rNa...::...........:.ow[w E;
�� EXCEPTIONSaoouSO .a NaaaFn.w.°aBpls WEEKS.
\` \ \\ / \\\
N.T.S. • �iM'. u„ e n9„ II;,I
ACHIEVE
SITE AREA STABILIZATION
DESCRIPTION TIME DAYS
NONE p IL .ssp°N Aa THE S°"` EMOWER \ \ \ , \ \
PERIMETER DIKES, 7 DAYS NONE mT"'"E G. "cN �\ \
SWALES, DITCHES \ \\\ \ \\ \ \
APPEARANCE OF GOOD SOD \I
HIGH SQUALTY 7 DAYS NONE \\ k \ /19 / -r -41 -/ O J ) )4)
o\
WATER ZONES ca,r,„aaaaar. \ \ v f��y ` �
HOW -uPra,n rasa. 1 \ \ ` \ \ / -,_ lam' I I I I r
SLOPES STEEPER 7 DAYS IF SLOPES ARE .ors "'"' / I I I I I
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
THAN 3:1 10'OR LESS IN oTyaX � a�w \\ \ \ \ \• 40 /
NCGS 113A-54.1•IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE tn� \ ' / ---7--...„,\ /
COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER ` \ ✓/ / / �o P(3nd •o•d I l 1
EANR ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2 1, 14 r e.wre / �_ \\ \ \ \ \- / - \ / /
EROSION AND DAYS ARE \ \ \ 20/ 46
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED GeneralErosion ControlNotes / / /
NCAC INO ND NGEE ....DOCUMENTATION SHALL N ACCOMPLISHED BY SLOPES 3)1 OR 14 DAYS 7 DAYS FOR ' \\ \\ /� \ 39 _ \
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE 1.Only the areas shown shall be disturbed. / (/ (/ Il I\ \
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER y \ \ 1 \ 6.3\ \ \ \
DATING ABS SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN 2. All disturbed a shall be grassed and
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH mulched as so s possible and maintained •/ _ \ \ \ �p3 \ ,_ / I \ \ \\\
CONTROL PLAN." until pent anent cover is established. �- 4- \
ALL OTHER AREAS 14 DAYS NONE(EXCEPT - \ \ 3
WITH SLOPES FOR PERIMETERS \ / -l�
FLATTER THAN 4:1 AND HOW ZONES) ��' I I 1 \ ��/ -� -� \D I\ \ \ \\\`\\ \
I/ I \48 62 \
DATE: PAGE: ) ,t I \ ` / __\ \
Silt Sock/wattle Silt Sock/wattle N DATE: 1� (/(( I l -,�` \-- a \
s'�I oTE: PAGE: // \ \`\_ ' / - �� �y it-_ --
aw� �0 Other matedals providing equivalent n / DRY � \ :412:6-1:--
A II...=.rr. yR - e far I_ II I L 'll_.11E s. Prat -� ' I . 36Stakes 12 ' -in silt socks°mettles.
2. 2 s. tO the deslred 1.0 such that logs do not 11 form. .... "B" "C.. DEF "G" .H.. I 1 1 I q E --" I �! \ \Stokes , , , ��SE ION aEGDON d(ill«and rat u IT I I ;71 I � \• 9 -
and a minimum of 10 feet b I\ /�
.areas should be located at
land Nelsml BMslightlyan dmero ¶ 11 '6 'S P P H 1ti 1ti \ \ \\ \ �� •.•\•/i � ��\� 220
a.W. 93..' melsjT going and the / 4 /ei K .HOUSE II II �a HOUS'� /I:11 II / _. �/
Inch x 2 Inch cross sectlon should be driven F'W 1_. 1,1 IL., MI
vertically plumb,through the center of the ellt
Tren<h Inmaximum interval of 4 feet or a maiimurn interval C O. -RO. AY -RO NAY ...ROADWAY -RU AY -HO. AY -HO AY -ROA•�.AY \ / / /- / \ -/ qO
IIr `AcEOGsock/wattle.Stakes.culd be placed et a , "`� , _
Wood Mulch or Com ground 4 Min. tithe tits ha when ''-CARS INLETEOF cuae Notes: •' \ \ \ \\ / r� -i - _ E MEW.--
...... J
Lew
To uNTRErvcn6Dl/2 Wight of sTAL✓.Dory q SsocksMattles are used on pavement)heavy 1.If needed,Tree Protection Tenting should be installed along the buffer zone,wetland
pp \y\ \ ' �N
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ISOMETRIC IN ,"�o»rew.no.m..o,..v.®.m�.vomow..n,.v...mw,v. boundary and/or around protected trees,providing a radius of at least 1.25 feet for each \ ��: LC �s - -�1�/ D 0
sockhvatile to hold it place a a ors events. LEGEND inch of trunk diameter. I\1I / \\/�-
Roe VIEW 1 2.Install Silt Fen on the low elevation sides of each lot.Install Silt Fence outlets shown I 1 \
' / /--__
/ 790 \ ` SCM-5 j�� �- _ _ _
afterea.1 in.or greater rainfall.Remove DIRECTION i-Mulch or Compost - schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are \ I I I / / / D'' NAGE / - - 58 i
mr Untrencnea socks SOCK INIT.now RATES as contiguous and have different land owners or builders.each rot should have indNidual Silt \ / \ SE ENT/' _ ^
needed to al.for adequate row. ` Fences.
ties z•tw a(zooi s150:,(lit,(aoo.,m, 3tniO 2' rrns awe mud be replaced a dogged or IY 3.Install required Sill Fence within to feel of property line to ensure there is no MAW with I I / �/ \\\ 1 Y - - CONS' TION 200_ r�2
Sheet Flan,-� nm)h ram) B. CONSTRUCTION ENTRANCE septic system.It is the responsibility of the builder to ensure the installation of sediment \ I // ` LIMIT
Length Ow m us m e CURB INLET control measures does not impact the septic system antl repair area(s). I // /� / - - - ' CONST,CTION q
Silt Sock/N gth(axj (r)(sot) I`Mt tFe„ I`eso 4.At Construction Entrance/Exit �o be installed [ 1 / \ \ j SILT "•,+ex, ...,.....,a•;
Wattle lam m) (see m) (sin m) - per lot. I I -A.NCE I
work A Npo„IIc FI'. S4. Roman ir damaged 5.Waste bins and other areas dedicated for managing building material waste shall be at \ I\\ // CONS�iiUCTION \ -�.II: (N -- zp0 '4
g 7;%n aim%n IV. m%n t%a shall be inspected a until lam least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that 1 �/ / // \ENTRANCE\ \ u! •ATTLE SQL„ �i ^ C
(s (t4I N ( I (m/a ' bee ce is compete zen.4..nd ON area.a me no other alternative exists.It this separation cannot be achieved,these areas must be / ....... - REIN RCED /
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MEOW /m/m) o/m%m) o/m/m) /m/m) measure as n no othera behind Silt Fence. ��// �'y \ SILT F WATTLE
8.Inlets downstream of disturbances should be protedetl streets should be swept when / -"`L SI FENCE • OUTLET F1
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION \ ` \ �// / j P �k-•�
�_____ sedimentfromthe construction activityets,present ///\\\ I RANGE ItICTION-
..\NC Env ronmenlol.jpeq 7.DetailsedoS It Fence Silt Fence Outlets Construction Entrances antlenot measures are \\ `� /// // / \ \� 33 SI :tct5+: -ENTRANCE
provided on additional sheets.Erosion and sediment control details are not drawn to scale. _/// / ~ (TVp)
DATE: �-1 core Fence -Fret Fabric PAGE: TYPICAL LOT LAYOUT WITH CURB AND GUTTER
y •Ck �6
�e•M strength rebacwnM1 wire lenu PI r ___-_ ` // /. / \ WA' LE -k WATTLE
amel wire fie Wire Fence and Col trench `\ / �\ �_ - e� _
Pod s Max Enter a tic wuout Wire d Compact DATE: PAGE: // / - f .:.m_ +.�.yx....+.s
/\\\/// thoroughly \ R FORCED REINFORCED I I /
(� Steel Post an \ \ / // ` �BQ / /
updape \ / - \ SILO FE3NZE SILT TENC- - I I ��
PWre°r or es1� a } / J �/ 52 /
1 / � \ / /� �/�\ �-- / ` \ \ CONSTRUCTION / __/
1 1
e Min.
(` 4 Goa i' I -�� / \ _�
l =:roro the Irend
Flier Fabric aownaa IorweN •
Q40.0.614
T •
Amory _- / \ 53 /
4
;11
"?.'=unch the sediment baffler or standard MI---:____
syn..ltterfabrics. CROSSSECTONVIEw / «" �� \25 �\ B
2.Ensure that.hemay impound m::m»°al'w'rsdmeanitdtsltrope:°ua�ial�remm:awaure)bm'the
a Ile I
3 Construct the filer fabric hem a continuous roll cut to Me length of the banner toe ,I •.0 .0 \ \ �- \ \ \ \ "�wt/ /� •// �- •
are
securely me 61Mrdom only m a support post 4 fed minimum r necessary,secr r-e r i
4.Support standard stranger mtterkbnc by cone mesh lasmrretl eewreyrotlw upeb Extend Melnronence. ,•. % _ .�
We wire mesh support route bottom Of the trench.Fasten tie wire reinforcement, - ope I''✓ aMn. r r rr- _ - - / ` \ �,tC,r� �� ` ` T/7-7 Tiy T� \
5 WM1mewlre meaM1elde of the fanCe cesupdpaaknce is used spet.VVire Or pink Sip tleS cepwlst maxlmumuM 50 pound tensile INefeel span.Supports snout be craven ucd tear,decompose, Y _� r� yds ` i�0 1�4, \ ` // / Tall 1 gUei:s L 'ye
secuMyn 2 Should stance week and after eacM1l
any required reparsmmetlatey
come mesh supportsediment fence apse cam ose
amnmum of 24 inches. or become enpramptry / -''r-y 7-y:-p \\ \
6.E,draatren.flierWade ithefnot post spacing Wes not regtirea wire mesh support fence.Sewrey 3.Removeas necessary toPava OWN,. ` -
fasten me filer fabric arectvto posts wire or pink zip lea should have a minimum of 50 pound tense storage for pressure on me - .. r44 "` \ �i / ,---___ �•/ /
n tit. /g
7. m inches line sane �
Estrxcavate from me harden r p � P� °� Construction: Ma ntenan � '- Z _ 2� / / Ibn
8.Place 12 inches of de 4 see a me sea Ire t 1.Clear the entrance and exit area of all vegetal on,roots and other objectionable 1 Per NCG 01 inspect at least once a week and after each 1 Inch or �"`e Nitric along
plead over the NW..and canpett Thorough compadlon W the backAlNS drainage area has be properly stabilized. 'me contributing material end propedy grade it. greater rainfall,make any required repairs immediately. - -`6 /r� 28- / 7,1 - \ �-
Irenea ueormance. 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 / �- / _ \�
snabring t areerogradee stab ee n
9 BackglltM mina ea been m n der
,O.Do not sheen 6tterkbncmex6ting trees. smooth it. from leavingthe construction site.This may odic -- ��`\� aA' J?9/II /
glment°k gee ex prove stability ony remove all objectionable y require periodic \\ I u
.\NC-Envir IPe9 SILT FENCE 1 page or g foundation locations res My re jec tenable materials spilled,washed or ( \/ / " - -
3.Use ge drainage fabrics
cart'water i a sediment trap f the
suitable oW t Imo ly with 2 inch stone. 7�-
3.Pro t tlaget cart order aor otheund tlbl Inl ens 3.Im dressi
subject to see high water table. tracked to public roadways. \ /- --
%
CONSTRUCTION ENTRANCE/EXIT _ \\ \\ \ u i / •7'r r I _
DATE: PAGE � s. / _--
eis _� �BILTFENGE 1 \ �- �� N \\ '
Q\--
RAI�Fti\
+ , EASEME PAGE 1 of 2
illiiil,illilli,liiiiiil1 < MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION
--� TOTAL DISTURBED ACREAGE: 0.96 ACRES
General-All measures willbainspectedandcorrectionsmadeafterrunoffprodudngreinfalls,oratleastonceperwaekminimum.The builder will insure that the construcbonactrvitiesonanyparticularlotdonotadverseyaffactanyoftheinstallederosioncontrolmaasures.If lotconstmctiondictates,measuraswillbe LOT EROSION CONTROL PLAN
relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible.Silt fences and graveIcensVuction enVances will be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover.
� LOTS 33, 50 & 51
s THE wnsHED ST i - 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 /�
objectionable materials spilled,washed,or tracked onto public roadways. ELLIOT FARMS, PHASE 1 B
VVIRE FENCEHARDWARE CLOTHFRONT VIEW 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
...................
� Y WIRE FENCE,
FIILTE that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for behind the fence at tall Ames.Take care to not undermine the fence during cleanest operations. FOR
STEEL
Wn5IfED STONE _ FENCE ANDCLO
IN WANclf 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 CAT E S BUILDING INC.
z6T� caouuD Nr oseu MIN.
ArvD HARDWARE 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.
NOTES) CARVERS CREEK TOWNSHIP CUMBERLAND COUNTY
1.Hardware cloth and gravel shouts overlay the silt fence at least 12
�,p^re Grassing and Mulching-The area to receive grassing and mulching should beproperlyfertilized and limed as necessa as an initial step in soil preparation. Once the grassing has been laced the area should be maintained as needed to insure that all areas are germinating An bare areas should be
_____a°g Scher g g g g g ry p p D g g p g 9 y SCALE:1"=100' JULY 2024
oa 2.Stone outletsfieldshouldcnd placed on low elevation areas of silt fence repaired,and reseeded as soon as possible.If the time of year does not permit the establishment ofa permanent grass,then a temporary grassing should be used until the growing season permits the use of a permanent grass. GRAPHIC (SCALE'
and based on field conditions.
MAINTENANCE: 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
BURY WIRE FENCE AND B.6-OF UPPER E.E OF 1.Per NCG-01,inspect outlet at lest once a week and aver each 1 Inch or sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water.
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater relnfall event.Complete any required repairs immediately.
I II
2.Freshen stone when sediment accumulation exceeds 6 inches. L^-f
3.Keep mesh free of debris to provide adequate flow. Reinforced Silt Fence Outlet-Remove sediment deposits as necessary to provide adequate storage volume for the next min to reduce pressure on the fence/outlet.Take care to avoid undermining the fence during cleanest.Remove and replace stone as necessary as it becomes clogged with sediment.Remove all
SECTION VIEW 4.Remove sediment when half of stone outlet is covered. 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 I
q"" IW)pay 5.Replace stone as needed to facilitate de-watering. 1 inch = 100 fit.
J � SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
NC-Envir
PHONE[phone] FAX[phone] LICENSE 8F-0106
LAST SAVED:7/1/2024 4.05 PM LAST PLOTTED:7/1/2024 4.52 PM PLOTTED BY.Dennis Oa, FILENAME:G\CURRENT JOBS\GATES BUILDING I14C\23-1803-02 EWOT FARMS-EC\PLANS\ELuOT FARMS EC-LOTS 33.50 u 51.DWG