NCC231805_Site Plan or Location Map_20230629

y CONSTRUCTION SCHEDULE / \ \_ _ g rel
•• "` 1. Obtain all necessary permits and plan approvals.Erosion and Sediment Contra' SODDING - \ \�fb+ <- pe4 4a6 `I �I
5y4j- (E&&SSC)permit and a Certificate of Coverage(COC)must be obtained before any land disnubing activities \ \ \ �SQ ' p' \ m / -
y pit .A copy d the oible perms,the COC and a hard copy of the plan moat be kept on site,preferably in a / .................... \ \ `_ _ --4,8 I I I/
perm box, d ss bl during'nspec' I I!
2. Install gravel construction first,b '1 fences,reinforced silt fence outlets and wattles. -� �� \S2z
3 Finish 1 g dgrubb g y wary h Ins m they are started NM� 526 �S2S
6. Beg' I god g de t Ilea MNOTLEAVE \ \6 \ - ( / -
S. 5. Begint with house tmlion activities. `Ao PEN
'"try 6. Finish all rough grading house construction. M�_ axgsenq=41.1 Nscss. / \ \\ JPACE)
I Iv 87., instal fine Y, elks anti pati s. - �� \ \ -/ \ \\-Co 8. Begin fine grading of lot area o \ I I I \
9. Final grassing,mulching and stabilizing of la.In most Gazes this will involve the installation of sod on rye lot eCAUSED Br 71,AO,-
J'''""I SP 8,' o The silt fence will remain in place seethe lot is sodded or grassing is stabilized and takes hold. MATCHED conasci / \ix...CT IAPTIC SCOW-REP Mai. \ \ \ I I(/
SR RINGS ROgO 10. The contractor shall conduct self-inspections of the erosion and sedimentation control measures and complete \ � � I
r az the following combined self-inspection form found on me DEMLR webeAr -- 8 \\ \ ' TORMM 'RO TtRE http Mil / deq/Enerm,20Mmeral%20amd%20Laud%20Resources/3 MPDES%n20 \`rTi, �� \
SITEGen I/20P DEMLR CSW rend ng Fo ms Rev Aug st82019 pdf.T I h (complete N, I \
•
n2z°qp inspectionr shall be kept on site anti available for inspectionR .r recommended COPY be \ 'NTREATMF�NT AREA
keptII. permits box,(OS 113A 54.1(e),ISA NCAC 04B.0131 NCGOIP III Sections A dA) i / \ \ 10:N.__
\ \ \ \ N. \ \ / 'I I \ • \
FO%FIRE ROAD Il. Self-inspections f erosion and semmemmtlon control meazu bperformed I very seven III
ra� SR1\22 cal d daysd within 24 hours efevery rain event of greater than I inch,Any needed repairs shall be -� \ N \ \ \ 1
G mad immediately a me n measures as designed All ESC measures shall be maintained as specified to 7 - • 1 ..../ A y-,
o �rOJ� the construction derails on this Plan Arun gauge shall be installed et the project site for monitoring. 'I / / Y9
tP n ? , 12. Inspection and final acceptance letters.When the project is complete,the penminees shall contact DEMLR to zfli; ... ..I In; `\ \\)
THIS PROJECT IS INA LIC SUPPLY �� \ \ \ \ ' 1 I / \
ry0 1. a. chose out the E&SC Man.After DEMLR informs the perminee of the project close out,via inspection report. CONTACT WATERSHED AND ALL REQUIREMENTS,
- \ \ I
vALLEV ROAD the permittee shall visit Me.ne&oviNCG01"to submit an eaectronic Notice of termination(e-NOT).A SI00 wlmm FIRM asoa tssoorveAs.vn SOOTS EMOWER REGARDING SENSITIVE AREA \ 6141 / / I
�p'`Y$-^ annual general permit fee will be charged until the a-NOT has been filled out coo. mpxtxa, WATERSHEDS SHOULD BE FOLL D \ 11 \ \ /
SUNSET APPEARANCE OF GOOD SOD �� \ / -�\ N.
\ N
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LANE ' GROUND STABILIZATION 110 THIS PROJECT ISI HIGH-QUALITY
WATER ZONE AND ALL REQUIREMENTS\ \ \ROSELANO SITE AREA STABILIZATION cu iTrasxnaHr. as 11 REGARDING SENSI VEARF�I / /VICINITY MAP ExcEPrloNs \��� �� / �\ \ \\ \ \ \ / 'a SR stxp oAo DESCRIPTION TIME FRAME EH""a..sram8NO1owaoa.:�an.noWATERSHEDS SHOULDB LLOWEDN.T.S. PERIMETER DIKES, 7 DAYS NONE n \ / 2� \ /OTHIS PROJECT IS IN A PUBLIC SUPPLY SW&ESLOPESHES ` \ �Tl`'�tHa� 21 /� \ \\ \ \ \ y ��WATERSHED(WS-II)AND ALL REQUIREMENTS HIGH QUALITY 7 DAYS NONE E µTMo eE ' \ /y-,` /� / '�*e \ \ \ N / / (
REGARDING SENSITIVE AREA WATER ZONES \ /
WATERSHEDS SHOULD BE FOLLOWED (HOW) \ \ \ \ "'_ I
THIS PROJECT IS IN HIGH-QUALITY SLOPES STEEPER 7 DAYS IF SLOPES ARE Pursuant to GSf 13A(3),provisions for permanent ground cover r
WATER ZONE AND ALL REQUIREMENTS THAN 3:1 10'OR LESS IN sufficient to restrain erosion must be accomplished for an \ 12 I _- _\ \ \ `� \ I \\
REGARDING SENSITIVEAREA LENGTH AND ARE disturbed areas within 14 working days or sD calendar days ` e /
NOT STEEPER (whichever is shorter)following completion of construction. �� 19 WATERSHEDS SHOULD BE FOLLOWED THAN 2:1, 14 1 /
DAYS ARE r-A' \ N
ALLOWEDYSGeneral Erosion Control Notes Ri o \ �6
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACBVI TY AS REQUIRED BY SLOPES 3:1 OR 14 DAYS 7 DAYS FOR 1.Only the areas shown shall be disturbed. 'wI }? \ 6ti
NOGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR FLATTER SLOPES GREATER 2.Temporary ground stabilization's required within 7 days on all c',3,O 22 \ 5r\ N.COMPLETED AS AN EXCEL SPREADSHEET. areas
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN
LENGTH IN ', I ' Q \
EROSION AND �k-�--�I 'l
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALL OTHER AREAS 14 DAYS NONE(EXCEPT Z r ( U �f llgT �530
NCAC 04B.0131 STATES THAT'...DOCUMENTATION SHALL BE ACCOMPLISHED BY WITH SLOPES FOR PERIMETERS
S4 I ?G
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE FLATTER THAN 4:1 /� \ N.
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, AND HOW ZONES) 13 a 5/ ---
APPROVED AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, \
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION � \ \ /
CONTROL PLAN.' el Lot PI \ /
_ DATE: PAGE: ly I \ \ THIS PROJECT IS IN PUBLIC SUPPLY
DATE. PAGE. I WATERSHED - REQUIREMENTS 1
\ \ \S REGARDING AND ALL A
5 5 / Otte Silt G k/Wattle CD
5 SENSITIVE AREA
\ \ WATERSHEDS SHOULQ BE FOLLOWED
ow�_� Mill Area Mte ub rwteaoror q 'e c M. 'c 'r n'
II a may
(-.Hall "yZ ® ®
11.1
1, nennM veto wml�m - �� �� qm q, THIS OJECT IS IN A HIGH-QUALITY
�I_-Stakes tZ �I 5 e a. I 1rm.,opamael to ¶11 II u ll G n, , V V % �. / \ WATER
REGARDINGDSENS ALL REQ�R�ENTS
SECTION and a minimum of 10 t beyond the toe ma
SECTION m,Sn SecieNalt(W)'ea9ed WOW /
flat areas should 1f 1 J< '� D cobs WATERSHEDS SHOULD BE FOLLOWED
land
<0 <0 sock/wdisturbance.
9 ern tld be Wined he end LJ��yLJ J 4-
2-il--1 / ca \A.Mee'. op, IIIIII am aryinisiw-T I t� LJ te- n -lope to 14 I \\ \\
W w a_ ,udlal_u9 re inch x 2 inch cross section should be driven
vertically plumb,through the center of the silt
sock/wattle.Stakes should be placed at a LEGEND U f3 Pv-�T p--aT� tY 17 i
Notes: V.£ \
1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland I 24 ss\"'BBB"`
of 8 feet maximumintervalIboundary and/or around protected trees,providing a radius of at least 1.25 feet for each \
d Mulch or Com 9 lid a Mm eamaocwanl placed in ea FLOW lncn DIRECTION inch of trunk diameter.
urvTRErveTo 0,/2"`luhtl of oN o9 a s. stsocks/wales are used on oma n say 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on 5 1\ \
„Ee INSTALLATION ,a�,.=.as.nn..w..n,..�n.recw..n.r,re.ssa.asa,Hw r: �e-m- schematic/tliagram and field adjusted,Cnecessary,for placement at low points.If lots are \
sock/wane to sin place during ninon events. Dire„ contiguous and have different land owners or builders,each lot should have individual Silt
4iodir
ISOMETRIcwEw a Fences. �� ��
I.MAINTENANCE.Inspect st sock/waab at least weekly and after FENCE OUTLET ® 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict Wth / \ \
septic system.It Is the responsibility of the builder to ensure the installation of sediment
I \MUICII Or comp COMPOST SOCK wmu now BATES as each 1 inch orgreater rainfall.Remo. CONSTRUCTION ENTRAN control measures does not impact the septic system and repair area('). 1
for Umrensned So Ana To tie Pr'eggooto.ete a ant 3(Teo 2Mettle must be repiacedn°69 r 6.At least one Construction Entrance/Exit is to be installed per lot. / \ I
t sock lint (�ool.m)(�.so In. 24
(6�In m1 nm) adequate flow.
ae 5.Waste bins and other areas dedicated for managing building material waste shall be at ,15 /
Sheet now-� .'`ore m replaced with a least 50 feet away from storm drain inlets or drainage ditches unless It can be shown that / \
wait r Silt t6°Ck/aLeastnm(axj (I.rn) (ea I (gym nil (Z,rn ( ) s no other alternative exists.If this separation cannot be achieved,these areas must be \
coot le Hydraulic T. n, M. 2x ao. 60 Reinstall if damaged or dislodged. contused behind Silt Fence.
u c e jx s m%n m%x m%x %x 6.Inlets downstream of disturbances should be protected:streets should be swept when
s // n/ o i t ia/' b bl�n• a sediment from the construction activity is present " / 4
alatman0e la 00mpme and Ma area aeons
t/m/m7 t/m/ni) t/m/m) t/m/m) /m/m) measure tie been pemranaimy ate i- 7.Details for Silt Fence,Silt Fence Outlets,ConsWction Entrances antl other measures are
Nc Fnwro nr�rrakjpeq SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION \\\t.
provided on additional sheets.Erosion and sediment control details are not drawn to /hP
L scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES '" •_-
_ di
DATE: PAGE:PAGE: r ...,...,DATE: - - Filter Fabric1
Steel Post Plastic o \
SW.Standard rgMMbnc ce e B ckfll trench / \ \
e Max. new re W Wire Fence Wry d I ' Compact
Mn, 'reel Post thoroughly 40-
OPEN \
r 1 / SPACE 3 I \ \
f Urebpe rd21 Pl LDtB tan
_• • 1 I.tsu . �O
Mld b�AU /.. .ti Sp,y.
Wire ties
I 1 .. .. 6 " e° Fvanr
Ear aafa�m 9thatch \ £ _._, \\
abric
no...a�,.�.nF:t eamao:e mmearoeeatw me.� e, RD666EDTDNwEw i , 6 Mn ::
r drew. neewa,.° -aia� fib=V4,A
ru renp,etrer mpn,eenw� . -.. .. o -0 0
.� aqs m p paa.�a�. lie aaeamew e .,..� rite fa vegetation,ratite and our.objectionable awry wafter earn,in. 9 rant.,, \ m Z 2 1 ) \\
8 Plea IX irrns
ade
ltion to prevent
10.�nNmamMe9.Baba Newark. drte,wro ea placed re wmT�mwam �enee:rexm ema�mxrare. dm re smooth it. r table.
MST fa uiitnneM� nc oven make any mop.., 2.Maintain the gravel objectionable was or nt from a
.1.Use geolextile
subject to se3..Provide drainage epage M r . \ :1
_\NC-En vlr ante'.jpeg ��
..ANC-Envo-.rmr�erHuLJpey SILT FENCE �m \ CD
CONSTRUCTION ENTRANCE/EXIT
Richmond Road SR-1123_5p
DATE PAGE THIS PROJECT IS IN A PUBLIC SUPPLY THIS PROJECT IS INA HIGH-QUALITY
a MIN. -ISILT FENCE WATERSHED(WS-II)AND ALL REQUIREMENTS WATER ZONE AND ALL REQUIREMENTS
- e REGARDING SENSITIVE AREA REGARDING SENSITIVEAREA
_ l WATERSHEDS SHOULD BE FOLLOWED WATERSHEDS SHOULD BE FOLLOWED PAGE 1 of 2
Lrl,llllllll.111 IlI.lII IIIl1' TOTAL DISTURBED ACREAGE: 2.45 ACRES
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LOT EROSION CONTROL PLAN
TOP DFSILT
„Ew3„ED ) MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOTS 3 & 18
STEEL FENCE STH General-All measures will be inspected and corrections made after runoff producing falls,or at least once k minimum.The builder will insure that the construction activities on an particular lot do not adverse) affect an f the installed erosion control measures.If lot construction dictates,measures will be WINDY RIDGE
p pro grain per wee any adversely yo
ME FEN
..,/1/,11/,P:1/,Yt relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much aspossible.Silt fences andgravel Construction entrances will be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper round stabilizingcover.
P ss s s p P s
HARDWARE CL TH FRONT VIEW FOREw \eU 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 SUPERIOR HOMES OF
FILTER FABRIC,
AND HARDWARE objectionable materials spilled,washed,or tracked onto public roadways.
FILTER CE
WASHED sroSET MAX MIN oezf" CLOTH IN TRENCH 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 buiId up against the fence should be removed and disposed of properly to insure THE SANDHILLS, LLC
OF
31 GTERFAROUND GROUND that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for behind the fence at tall Omen.Take care to not undermine the fence during cleanout operations. SANDHILLS TOWNSHIP MOORE COUNTY
1.Hardware cloth and gra.should overlay the slit fence at least 12 inches.
eo°O 2.Stone oulle.0n a should he placed conditions. °A low""e°°°"`a°'m"nw""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' MAY 2023
00 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
MAINTENANCE
1.Per NC.,inspect outlet at lest VICO a BURY WIRE FENCE AND HARDw CLOT„ °and n�each
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 propery.Any bare areas should be
EILTEREAemc INTnEUEOs."mengtreeemna '"`" repaired,and reseeded as soon as possible.If the time of year does notpermit the establishment of apermanentgrass,then a temporary ` 3`�
s.Replacemematneent,mat prom.datareawmateae.annn. P Y Po ry grassing should be used until the growing season permits the use of a permanent grass.
e 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-Err attorney L al/eg 1 inch = 100 ft.
En
d� SILT FENCE OUTLET Reinforced Silt Fence Outlet-Remove sediment deposits as necessary to provide adequate storage volume for the nest rain to reduce pressure on the fence/outlet.Take care to avoid undermining the fence during Gleanout.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 qF-0106
LAST SAVED:6/6/2023 1:22 PM LAST PLOTTED:6/6/2023 1:31 PM PLOTTED BY.Dennis Gilbert FILENAME.G\CURRENT JOBS\SUPERIOR HOMES OF THE SANDHILLS LLC\23-2929-04 WINDY RIDGE-EC\PLANS\WINDY RIDGE EC-LOTS 3&18.13WG