NCC231730_Site Plan or Location Map_20230606

CONSTRUCTION SCHEDULE \ `_ _ g rel RillirWillinilik ____.-
•• "` 1. Obtain all necessary penults and plan approvals.Erosion and Sediment Control \ \�fb+ p94 q6s `I �I
° yfp- (E&BC)permit and a Certificate of Coverage(CAC)moat be obtained before any laud dienubing activities \ \ \ �SQ ' p• \ m / -
y peoccur.A copy d the F.&SC perms,the COC and a hard copy of the plan moat be kept on site,preferably iv a / \ \ `_ _ --,475 I I I/
�" 2. Install e'lc'onam,caolenntrance during anrssme,altfences,reinforced sltfence outlets and wattles SODDING �- \sue I!
3. Finish clearing and grabbing any necessary areas on the lots as they are started. 526 �S2S
p0 4. Begin lot grading and excavation activities \ \ d, N.„,,,. \ ( /
R, 5. Begin or continue with house construction activities. p
\\ \\ PEN I I (
'"ny 6. Finish all rough grading and house construction.
9 7. Install driveways,walks and paws
\ PACEI I
'Co 8. Begin fine grading of lot areasT LEAVE SPACES AND DO
Ella \ _� \\ \ /
9. Final grassing,mulching and stabilinng of la.In most cases this will involve the installation of sod on the lot REINFORCED \ I
''''" o O The silt fence will remain in place the lot is sodded or stabilized and takes hold. M axOL FOR EMMwe OWN THE
/ \ ® : SILT FENCE\` / \ \ \ \ \ I \ r
ON SPRIo P grossing is sta M�M OUTLET v I
SR NGS POND 10. The contactor shall conduct self-inspections of the erosion and sedimentation casual measures and complete \ �T I I \
s12 the following combined self-inspection form found on the DEMLR webaae MAI e - \ 8\ \\\ .y ORM / of ham//fl / deq/Eller¢v%20Mmeral%20and%20Land%20Resources/S MPDES%"20 -- \
SITE FOSRREROD Gen I/20P s/DEMLRCSWMonitoringFormsRevAugust82019pdfT I months(complete ��MAmxsacoxxecnv \ \ \\ �TREAM�NTAREA I \ \
1122 A Inspectionf shall be kept on site end available for inspection at all times R' dart copy be
keptII. p b .(GS 113A 54.1(e),15A NCAC 04B.0131 NCO01 Pan III S A end A) / / \CONSTRUCTION �^ \ 10 I \ \ \ \ \\ \ \ 'I I \
FO%FIREj22p0 Il. Self-inspections for erasion end ecdrmeamtion control measures are to be performed at least once every seven LIMITS
sa 1 calendar days and within 24 hours of every min event of greater than 1 inch.Any needed repairs shall be \ N. \ \
made immediately to maintain measures as designed.All ESC measures shall be maintained as specified in -� Sy �, CONSTRU410N �, \ \ \ I
2 7 LIMIT
Jam,, the construction details on this plan A rain gauge Mall be installed at the project site for monitoring. WATTLE ` 1
4: p 12. Inspection and final acceptance letters.When the project is complete,the permmees shall contact DEMLR to THIS PROJECT IS IN LIC SUPPLY V l'A /� Yfs \ \ \ ' 1 \/\\/
o^rye, 1. close out the E&SC Plea.After DEMLR informs the Perminee of the Protect close out,via inspection report, WATERSHED ARDIN)AND ALL REQUIREMENTS, - \ \ N \ /
vA4EY ROAD the permittee shall wait"deq.nc govMCG01"to submit an electronic Notice of termination(e-NOT).A S100 tl Y I. I I REGARDING SENSITIVE AREA �ItI _
C''$' annual general permit fee will be charged until the e-NOT has been filled out WATERSHEDDS SHOULD BE FOLLOWED \II1.A 11 t / \ \ \ \ 514/ / I I
dl All!1 1i11R _ �d
SUNSET GROUND STABILIZATION wlmmaanla amesmismow..TIM SOD le
Mgwaa \�J /
LANE , AwsgHro.wnrexwsu xvx za THIS PROJECT ISI HIGH-QUALITY
WATER ZONE AND ALL REQUIREMENTS /
ROSELANO SITE AREA STABILIZATION unxngEOPG:::fN
PPEARANC EXCEPTONS \����(T F / �/ i \ \ \ \ / / /
a SR slsp AD DESCRIPTION TIME FRAME WATERSHEDS SHOULD B LLOWED
N.T.S. PERIMETER DIKES, 7 DAYS NONE A\ t / \ 2 \ \ \ / ' 1
THIS PROJECT IS IN A PUBLIC SUPPLY SWALES, DITCHES a, 0/''4R7a l 21 N \ \\ \ y ��
A DWATERSHED(WS-II)AND ALL REQUIREMENTS &SLOPES '� °�"`xalem. „noµnre„n \ 'hTION \/ \ \ \
HIGH QUALITY 7 DAYS NONE / \ \ N N \ / / I
REGARDING SENSITIVE AREA WATER ZONES .Va..°'r°'°""" ,NNSTRUCTION �/ /
WATERSHEDS SHOULD BE FOLLOWED (HOW) roWeitTgf a�xa.x anmx.. ENTRANCE N '- \ N \ N ",___/ ( I
THIS PROJECT IS IN A HIGH-QUALITY SLOPES STEEPER 7 DAYS IF SLOPES ARE I \ \ \ �/ \ r
WATER ZONE AND ALL REQUIREMENTS THAN 3:1 10'OR LESS IN \ 12
REGARDING SENSITIVEAREA LENGTH AND ARE \ ej /
WATERSHEDS SHOULD BE FOLLOWED NOT STEEPER Pursuant to G.S.113A(3),provisions for permanent ground cover �� \ \ U\ N ��
THAN 2:1, 14 sufficient to restrain erosion must be accomplished for all �� 19 ,�
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY DAYS ARE disturbed areas within 14 working days or 60 calendar days 0 �T�om' \ \ /
NCGS 113A-54.1 NS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR ALLOWED (whichever is shorter)following completion of construction. OqT CONSTRUCTION �--f
COMPLETED AS AN EXCEL SPREADSHEET. 0'0.l LIMITS \ ?� N\ \ siA6/
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR \ \�
EROSION AND FLATTER SLOPES GREATER O 22 \ 5-..._ N.
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A THAN 50'IN General Erosion Control Notes o Q O \ N. \
NCAC 048.0131 STATES THAT'._DOCUMENTATION SHALL BE ACCOMPLISHED BY LENGTH 1.Only the areas shown shall be disturbed. ¢Z r�f \ ,1 U
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE ALL OTHER AREAS 14 DAYS NONE(EXCEPT 2.Temporary ground stabilization is required within 7 days on all z' ~ N_H/ /.....�s
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING. CONST CTIONfllfiT J
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
WITH SLOPES FOR PERIMETERS areas. Sq I L ITS \
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION FLATTER THAN 4:1 AND HOW ZONES) 13 R.
CONTROL PLAN.' Lot Clan ^ \ / \ \ '
DATE: PAGE: M \ \ /
DATE. PAGE: I THIS HED(ECT l IN A PUBLIC UIREME
\ WATERSHED REGARDINGIJ AND ALLREQUIREMENTS
5 5 / arts SltSock/Wttl CD 5 \ \S SENSITIVE AREA
ow-,_� 9l be subs -n •e c b .fl .F n' x R -MI our - - gaquwe 23 ''''N.
WATERSHEDS SHOl1LQ BE FOLLOWED
agains erosive vdom es may
il��Stakes °,?pgndll I Z s -, G h �..� Lot Plan12 wn '..\
\ \
11_p:, uniformly mot.ml0n 4 t ✓! ✓! \
2 2 length logs do nd de 1 1 �` THIS OJECT S NAHIGH QUALITY
Stokes (olf installed peon. R 1l V ty % F, a ✓! % / CONSTRUCTION I \ \ \ WATER ZONE AND ALL REQUIREMENTS
and a mum rates,beat un LIMITS REGARDING SENSITIVEAREA
SECTION SECTION wupeeo a(µ)kmaNd below q i� I I „E I "de loft ,� R p ,,Q ,„,E i� /z s WATERSHEDS SHOULD BE FOLLOWED
flat areas dab
land
% <o m%i from igang undthendof edge of theN L_J L tJ J ■G A LJ t� L tJ 14 / 17S \ \\ \ \
ABM*a OM- ne(s1.gang ace en o the
CONST"UCTION
HU VPy -HU NAV 1tU WAV HU AY HU AV HU WAV -RO AV I LI ITS ' �- \EooE
ainch y 1 inch cross section Mould be driven sock/wattle Stakes should be placed Ma W W verecally plumb,through the center of the silt
CURB INLET lrLL �rom Notes:
needed,Tree Protection fencing should be installed along the buffer zone,wetland I 24 �6 \
maximumrnamnurn interval of 4 feet or a of 8 feet boundary and/or around protected trees,providing a radius of al least 1.25 feet for each \ \
or Com s g nd a Min eanaocwanl placed In ealncn LEGEND inch of trunk diameter. CONSTRUCTION.,
To Wood
1/2 height of log 5. possible when 2.Install Silt Fence On the low elevation sides of each lot Install Sill Fence outlets shown on LIMITS 1\
urvTRErveHED INSTALLATION pavement)
the an N schematddiagrem and field adjusted,if necessary,for placement M low points.If lots are 5`- \ . \
,a�,..�..a.n",,,„",..�.n,�„",,,m"sawi.s.,wa,: Wbl Mocks shallin usabrnig mno"seve contiguous and have different land owners or builders,each lot should have Individual Silt
iiiir
IuOMPRlcw wFences / N t
1.MAINTENANCE Inspect si sock/wale at least weesn and after ® 3.Install required Silt Fence within 10 feet of properly line to ensure there is no conflict with
each 1 inch or greater rainfall Remo. CONSTRUCTION septic system.It is the responsibility of the budder to ensure the Installation of sediment I
Mulch Or amp. COMPOST SOCK wmu now BATES a'ed to allow Mr adequate flow CURB INLET ENTRANCE
= control measures does not impact fie septic system and repair area(s). \IP 1
b Umrewned So Ana ns Be Prot p°°tiioneta our 2. sine must replaced it nee r 4.Al least one Construction Entrance/Exit is to be installed per lot / \
c nm)nT (zw"'�")( 0"'M")(600"d"') ,(raj 5.Waste bins and other areas dedicated for managing building material waste shall be at I
Sheet Flnw-� d'b¢'r¢ptemo'wtm a° least 50 feet away from storm drain Inlets or drainage ditches unless It can be shown that 15
rxt,,Sock/a Leigtnm(xslx°R° li aFm) lbu ) (,o«t) (z,,,, (w20tm) a. Mlle may nmd to c other alternative exists.If this separation cannot be achieved,these areas must be / Lot Plan /
wom wot Ie H0m00oaF,0.f T 11 s 02 00 5 n sect behind Silt Fence. "G" /
8 Inlets downstream of dsturbances should be protected streets should be swept when / \
J
amaged or dislodged
R.ug °a (/ I:ir / (2B" (Ai" O. - te ve Me Details
from the construction adivty is present 4
//7 /m/m) ,A.A.) t/m/m) /m/m) "n ANC-Environmentaljpeg ]Dela is for SR Fence SR Fence Outlets Construction Enlrencea and other measures are
NC-Fnwrgtn,rrenxL1000 EgCILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION D E provided on additional sheets Erosion end sedimentcomroldetans are not drawn m scale.
\\1
V rrrE^T�- ":t0 TYPICAL LOT LAYOUT WITH CURB AND GUTTER
••
DATE: PAGE:PAGE: 1 DATE Filter Fabric \ \
/ CONSTRUCTIONS --+SS4\ 1 \
Sinai Pon Plastic o LIMITS
6 Man Standard rgM febnc a wire B ckf ll trench
s Mex. new reran Wire Fence ' ' d Compact
tenA steel Post thoroughly � OPEN \
f r d Z �fl SPACE 3 1 \\\\\
UPSIOPS
.
t I.tau yd `ONxO� �.. 4611/14 sow
vrra ciao
f r .. .. e� QJ ,r
Ea dun qa forward along " £ .
7.•.1'.di.:di.
newel.me �,. Fitter ° °re(xP aKKm.,.°°°dwm°.� M, RDBaBEDTDrvwEW � , aMn ::
rsµw. r.t7nw-,ro -gel fife=-.',V
cn
b a t.,�, pah n "aw,°w�U.a g�ga"ya,a,�. n.,a.Po�wpd �..w..� fa reset/Mon,redo and other obleaa°nesie awe daftereach inch g raided,
_ m z 2 1 I \\
�nNwadte. eN°,dro Ma "dmmmxT�mwa�k°"da.te� edn�ex,xM.�dm smooth ittebade and M��adaaert��n: ayam prevent mud
washed sediment horn \ O.
subtact to se3 Provide drainage epage N r . _ ,
..\NC-Envlr ental.Ipeg ��
NC-EYOIT sole NgtJpey SILT FENCE �m \
CONSTRUCTION ENTRANCE/EXIT
Richmond Road SR-1123_5p
DATE PAGE THIS PROJECT IS IN A PUBLIC SUPPLY THIS PROJECT IS IN A HIGH-QUALITY
4MIN. - FENCE WATERSHED(WS-II)AND ALL REQUIREMENTS WATER ZONE AND ALL REQUIREMENTS
REGARDING SENSITIVE AREA REGARDING SENSITIVEAREA
_ - e / WATERSHEDS SHOULD BE FOLLOWED WATERSHEDS SHOULD BE FOLLOWED PAGE 1 of 2
IIIIIII,IIIIIIII. IIIIIII 1 7 TOTAL DISTURBED ACREAGE: 3.83 ACRES
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LOT EROSION CONTROL PLAN
3 MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOTS 11, 13, 15 & 23
THEwaUH I • -
STEEL FENCE T 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
relocated on the lotto insure that the potential for sedimentation runoff eliminated as much aspossible.Silt fences and ravel construction entrances will be maintained as suggested in the erosion control manual.Sodding,seedingand mulching will be maintained to insure properground stabilizin cover.
................... Po 9 99 9 P P g WINDY RIDGE
WIRE FEN
HARDWARE CL TH FRONT VIEW Nve,BU FILTER 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 FOR
AND HARDWARE
objectionable materials spilled,washed,or tracked onto public roadways. O N S I T E HOMES L L C
WASHED sroFILTER
E CLOTH IN TRENCH SET MAX RAR on.Silt Fence-Sediment fences should be inspected at least on 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 property to insure 1
oF� 3'FILTER FABRIC GROUND that the removed sediment does not wash back against thefence.Adequate storage volume should be provided for behind the fence at tall times.Take care to not undermine the fence during cleanout operations.
ON GROUND SANDHILLS TOWNSHIP MOORE COUNTY
1 Hardware cloth aM gravel shook,overlay I.slit fence at least 12 inches
` o°o on Mierelerenan eaa.matnfenre and 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' APRIL 2023
ca $ °"'co.... 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 it possible. GRAPHIC SC ALE
1.Per NOG°,inspect outlet at HMO..a week and BURY WIRE FENCE AND HARDw CLOTH d000(r ''' 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
FILon FAeatc IN TaEUE OS'"g s Keepmeetree.dormsprovide '"`""' 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. - II
5�
flow
4 Reprieve moment..half Weyer outlet is covered
5.Replaw Mena Se needed m facilitatede-Watenng. 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
SECTION VIEW 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 )
NC
-En
vir tat Joe, 1 inch = 100 It.
.N
dI ...: SILT FENCE OUTLET 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 MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. PHONE[phone] FAX[phone] LICENSE BF-0106
LAST SAVED:4/20/2023 2:35 PM LAST PLOTTED:4/20/2023 4:32 PM PLOTTED Si.Dennis Gilbert FILENAME:G\CURRENT JOBS\ONSITE HOMES\23-2724-02 WINDY RIDGE-EC\PLANS\WINDY RIDGE EC-LOTS I1.13.15&23.DWG