NCC231485_Site Plan or Location Map_20230517

CONSTRUCTION SCHEDULE / \ `_ _ - g rel
•` "` I. Obtain all necessary permits and plan approvals.Erosion and Sediment Control SODDING - \ \�f <- pe4 4a6 `I �I
° y47- (E&SC)permit and a Certificate of Coverage(,:AC)moat be obtained before any land dienubing activities / \ \ \ \SQ ' p' \ m / -
y perms
occur A copy d the F.&SC perms,the COC and a hard copy of the plan moat be kept on site,preferably iv a /• \ \ \ `_ _ --,,J75 I I I/
perm box, d ss bl during r,spec •` I I!
2.V. Install gravel construction first,b '1 fences,reinforced Alt fence outlets and wattles. -� �� \S2z
3 Finish 1 g dgrabb g y wary h lots m they are started �� 526 �S2S
4. Bg I grad mg de t t Tie MNOTAPO / \ \6 \ - ( / -
g. 5. BeginI thh wuun ardT � `10 PEN
CPy 6. Finish all rogh grading and house construction. M�� err ATOTtieeNscss / \ \\ ,,1(./JI I I
v 7. install driveways, elks and paters - �� \ \ -/ \ \ \\ �F�ACE 1
-Co 8. Begin nosing, ulchmt area o \\ \ /I I I I \
9. Final grassing,mulching and stabilizing of la.In most Gazes this will involve the installation of sod on the lot e -
'''""''S SP µ�r4,' o The silt fence will remain in place mill the lot is sodded or grassing is stabilized and lakes hold. mum ATCPED coaascnv / \ -!swans.- MATIC SOOCLUTES MUST. \ \ \ I I(/
SR RINGS ROq° 6 10. The co.actor shall conduct self-inspections of the erosion and sedimentation control measures and complete M \ � � I
r az I
the r sowing combined self-inspection rotor found on the DEMLR webs, -- itsi 8\ \\ \ 3`TORM VPATER '
R°rTIRE http Wiles / deq/Etter¢Y%20Mmeral%20avd%20Land%20Resoumes/3 MPDES%20 \`I16' �� \
SITE Gen I/20P a/DEMLRCSWMoniWdng Forma Rev August 82019pdfT I monthsof complete
I \
•
SR n2z°qp inspection r shall be kept on site ens available for inspectionR .r yea copy be • �TREA .4ENT AREA
keptII. pent.,b .(OS 113A 54.1(e),ISA NCAC 04B.0131 NCGOIP Bi3 A dA) • • .- / N
\ 10 I \ \ \ \ \ I 'I I \ \
TO%rIREROAD 11. Self-inspect.,f erosion and md,mentanon control memo bperformed I very seven III
er- sR 1122 cal d daysd hie 24 hours efevery rain event of greater than I nch.Any needed repairs shall be -� \ N \ \ \
o mad immediately a ate n measures as designed All ESC measures shall be maintained as specified in I' A
/ �A y,
o ��OJ� the nstmction details on this Plan A rain gauge shall be installed at the protect site for monitoring 1 / //I \ Y9
AP; ^ 12. Inspection and final acceptance letters.When the protect is complete,theIIIN V `\ \\)
THIS PROJECT IS INA LIC SUPPLY �� \ \ \ \\ ' 1 I / \
ryn, ii .. close out the E&SC Plan.After DEMLR informs the submit an
of the protect close out,via inspection report. CONTACT WATERSHED AEN ALL RF�pUIREMEN - \ \ I VALLEY Rp4p the perminee shall visit"deq.nbcclmr CG01"to submit an electronic Notice of termination(e-NOT).A S100 wlm mason aYo �s soorveAs.vry sa IS sMowsa REGARDING SENSITIVE AREA \ 6141 / / I
�p'`Y$-^ annual general permit fee will be charged until the a-NOT has been filled out Into. xmx,xa, WATERSHEDS SHOULD BE FOLL D \ 1,. \\ \ \ / I
SUNSET E FIRM APPEARANCE OF GOOD SOD �� \ / -�\ `� \ \ N
-v// / / / / '
LANE ' GROUND STABILIZATION 110 THIS PROJECT ISI HIGH-QUALITY \
WATER ZONE AND ALL REQUIREMENTS\ \ \ \
ROSELANO SITE AREA STABILIZATION cu ir"axeam. as REGARDING SENSI VEARF�I I / /
VICINITY MAP EXCEPTIONS \��� �� N.
�\ \ \\ \O \ \ '
SR ROAD DESCRIPTION TIME FRAME Fx""r..erameNO1owsoe.:�ax.xo WATERSHEDS SHOULD B LLOWED
N.T.S. _
PERIMETER DIKES, 7 DAYS NONE owno \ / \ 2� \ /
O THIS PROJECT IS INA PUBLIC SUPPLY SW 8c SLOPESHES ` \ �T/r'�tHa� \ 21 //� \ \ \\ N \ \ y /�
WATERSHED(WS-II)AND ALL REQUIREMENTS HIGH QUALITY 7 DAYS NONE E µTMo BE
' \ /y.,`' /� / '�*e \ \ �� / / (
REGARDING SENSITIVE AREA WATER ZONES N
\ /
WATERSHEDS SHOULD BE FOLLOWED (HOW) \ \ \ �� I
THIS PROJECT IS INA HIGH-QUALITY SLOPES STEEPER 7 DAYS IF SLOPES ARE Pursuant to G.SI13A(3),provisions for permanent ground cover tU r
WATER ZONE AND ALL REQUIREMENTS THAN 3:1 1N'OR LESS IN sufficient to restrain erosion must be accomplished for an \ 12 I _- _ 0\ \ \ I \\
REGARDING SENSITIVEAREA LENGTH AND ARE disturbed areas within 14 working days or so calendar days \S0 e /
NOT STEEPER (whichever is shorter)following completion of construction. �� S_ 19 N
WATERSHEDS SHOULD BE FOLLOWED THAN 2:1, 14 /
DAYS ARE T+,k \ N
,..,ALLOWED General Erosion Control Notes Ri o \ \6
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACBVITV AS REQUIRED BY SLOPES 3:1 OR 14 DAYS 7 DAYS FOR 1.Only the areas shown shall be disturbed. NT N
6ti
NCGS 113A-54.1-IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR FLATTER SLOPES GREATER 2.Temporary ground stabilization is required within 7 days on all ,A 22 \ \
COMPLETED AS AN EXCEL SPREADSHEET. areas
THAN 50.IN O
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED D I Lot Plan O \
EROSION AND LENGTH O Z p n U \
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 154 ALL OTHER AREAS 14 DAYS NONE(EXCEPT Z r �f 113T �530
NCAC 04E.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY WITH SLOPES FOR PERIMETERS Sq I >y
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE FLATTER THAN 4:1 \ \
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, AND HOW ZONES) 13 a 5AN
PRANG AND SIGNING AN INSPECTION REPORTED ON EACH SEDIMENTATION
1 I / APB \ \ / \ \
PRACTICE L DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION \\ \
CONTROL PLAN.' DATE: I r+• \
DATE. PAGE. PAGE: WATERSHED - REQUIREMENTS
THIS PROJECT ISINA PUBLIC U
ii, \ \ \S REGARDING SENSITIVE(W511J AND ALL
EA
S S /Wattle Silt S k/Wattle
Row�_� 1I :Im om sem9ayMte ub.,taieaoao -A re c D r r- o' x WATERSHEDS SHOl1LQ BE FOLLOWED
OWED
Iz,unil�� tokee ,z �IZ R=11.JL5 9 b ¶ R i i A .1 � G -,�q 1 1 p d'" ✓( ✓� S S / \ \ \ \ \ THIS OJECT IS IN A HIGH-QUALITY
Stae2 minimuma• anam -nem ee pare elm I? J( % ty %nd the toe of a ,%. A ✓! S \ WATER ZONE AND ALL REQUIREMENTS
and a EA
SECTION SECTION
s mu;ilt Sold be ule(µ)Waled below g .T 1l „a S �,� ,� R 0 ,,Q ,� / \ WATERSHEDS SHOULD/ REGARDING I BE FOLLOWED
OWED
flat areas<o <o melarnlsnoula ne mica cri'eot edge of wme "^ J --- - / \
OM' ,,,,,en. ,acid.going unit en AU IEL A4 .w IJ ■G _I i_� - L_ ,_® 14 ,17 \ \\
1 a_ inch x 2 inch cross section should be doven tl0 HU 1..0,-HHO NAY -HO WAY HU AY -.0.1NN®®®®®��o®��oWWWWWWAY HU WAY -RO AY LO[P Plan
,I \yam / �-
IWII IWWWIIvertically
CURB INLET rL Notes:
neetletl,Tree Protection fencing should be installed along the buffer zone,wetland I 24 "M \ \
maximumrnaminurn 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 • Plan \
d Mulch or Com s v rid a Ma eantaocwanl placed In ad Inch LEGEND inch of trunk diameter.
Too1/2 height of log 5. possible men 2.Install Silt Fence on the low elevation sides of each let Install Silt Fence outlets shown on 1\
UNTRENCHED INSTALLATION be used e"e a the hem, FLOW DIRECTION scheguous aagmm and field adjusted,if necessary,for placement at low points.If lots are 5`- \
'"""`"•°"""""°"""'°"'""'°0BH6X'''""""""" sa�cldwwe,u blocks
to holdsilo place during ninon events. contiguous and have different land owners or builders,each lot should have Individual Silt
Addir
ISOMETRIC VIEW Fences. / 'N �- ��
1.MAINTENANCE
lnsp dui sock/wattle at lass,weekly and after ® 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with
end,MO or greater rainfall Remove CONSTRUCTION septic system.It is the responsibility of the builder to ensure the Installation of sediment I
MulCh Or COMP. alOW SOCK INIT.now RATES as CURB INLET ENTRANCE control measures does not impact fie septic system and repair area(s). \ 1
needed to allow for adequate flow
for Umrew"ed So Ana TO Be P,ote�p°°oto"eta "� 2 ame must replaced if clogged, 4.At least one construction Entrance/Exit is to be installed per lot / \
COMPOST
(�0O"'m")Men"'M")(600"d"') a(raj 5.Waste bins and other areas dedicated for managing building material waste shall be at I
Sheet Flaw-� sSlope 600 c °°L nrlereuwlme° least 50 feet away from storm drain Inlets or tlralnage ditches unless It can be shown that / 15 / \
won< r ttSock/a,.«sin( nesrm) McFm) (tin, (Z,rn (e1.660...t
etni) ' no otheralternative exists.If this separation cannot be achieved,these areas must be
Walla m, n a s 22 50 d behind Se Fence /
• shallinspectedH.Inlets downstream of dsluNances should be protected streets should be swept when / \
Area ug °• (/ (/if / (28" (37i" 4 m wane.nne an men ve Me sedment from the construction aMvIty is present 4
7// /m/m) v.v.) t/ni/nix /m/m) .
"" ANC-Environmental jpeg ]prod is for doSlt Fence Alt Fence Outlets and sediment
Entrances and other measures are
\Nc-Fnwrgtn„mnmLjPev eCILTSOCK/WATTLE FOR PERIMETER AND INLET PROTECTION D E provmedoneddluonalsheetsEroslonenasedlmemcomroldetanserenadrawnmscale \\1
V r,,,,- ":t0 TYPICAL LOT LAYOUT WITH CURB AND GUTTER
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DATE: PAGE:PAGE
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1
DATE Filter Fabric \
Stool Post Plastic o / \ \ \
Strength fabric fence Wrye B ckfll trench
e Max. new refan Wire Fence ' ' a Compact �/ \
M1n A Steel Post thoroughly , OPEN
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wWi ao d wO� � 4 so
41-0PAPPA- --,„ \
Eedowna4fornb along inch Z £
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ememenpsa e n
reld KKm.,�°atw m.� M,
wnw. neewb,ro / -aia� .0, .,s,
niap,e,mr ra p°,eeaw� . ... .. o 0
a te ';req¢ rc ",�°aro u.m _ r penraau.ea_ n.,u.sv°mevt p,.aa=., .nem fa vegetation rode and other0ble<aeeeas e N datter eam,nm p minted, • m Z 2 1 ) \\
el
nt from
10�nNwatni. eta,dro . wwT�mwa� °"Wa:�dmemn�wxll.M.�dm m smooth il .rib M�.ogfada,bertle n in��n: ay ThisoweduIred abemateea�ls p was ortrackeda a
sulaect to se3 Provide drainage epage N r .
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NC-Envo-w one Hmt Jiang 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
4 MlN. - FENCE WATERSHED(WS-II)AND ALL REQUIREMENTS WATER ZONE AND ALL REQUIREMENTS
REGARDING SENSITIVE AREA REGARDING SENSITIVEAREA
_ - e l WATERSHEDS SHOULD BE FOLLOWED WATERSHEDS SHOULD BE FOLLOWED PAGE 1 Of 2
IIIIIII,IIIIIIII. IIIIIII 1 TOTAL DISTURBED ACREAGE: 2.80 ACRES
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TOPOFa E ' ,
LOT EROSION CONTROL PLAN
„EwB„ED MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOTS 14, 22 & 24
STEEL FENCE STGeneral-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 p pro grain per wee any adversely yo
I DY RIDGE
ME FEN ................... relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible.Silt fences and ravel construction entrances will be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper round stabilizing cover.
WINDY G
P P 9 99 9. 9 9 P P 9 9
HARDWARE CL TH FRONT VIEW \SUS Gravel Construction Entrance-Thegravelpad should remain in a condition to event mud or sediment from leavingthe construction site.This may requireperiodic to dressinwith 2-inch stone.After each rainfall,insect anystructure used to trapsediment and clean it out as necessary. Immediate) all FOR
prevent y r quir top dressing p ry. y remove A&G RESIDENTIAL L L C
AND HARDWARE objectionable materials spilled,washed,or tracked onto public roadways.
FILTER
WASHED sroSET MAX MIN IV OEoee� 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 build up against the fence should be removed and disposed of properly to insure ,
OF
hTERFAROUND 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 gravel shouk1 overlay the slit fence at least 12 incheS
' =o oulle.should he placed an e conaeniw w low eleaaewamaed"rifenwandbased 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
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
1.Per N.C.G.01.Inspect outlet at lea VICO a BURY WIRE FENCE coD RARDw 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 properly.Any bare areas should be u ,=o
HLmR FABRIC IN TR...a"mei,gtree row '"`" repaired,and reseeded as soon as possible.If the time of year does not permit the establishment of apermanentgrass,then a temporary t` = s
a.Replameance warm.
a rm.cffunsmen haul..
sEproemd mtsadequate outlet is cover,
aa yamnn. p Po ry grassing should be used until the growing season permits the use of a permanent grass. II
p a 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 vlEw 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-Envir L cl 1pcg 1 inch = 100 Pt.
Envi
d, 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 cleanouL 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 4/24/2023 2:13 PM LAST PLOTTED:4/24/2023 2:16 PM PLOTTED BY.Dennis Gilbert FILENAME:0\CURRENT JOBS\A&G RESIDENTIAL LLD\23-2855-06 WINDY RIDGE-EC\PLANS\WINDY RIDGE EC-LOTS 14.22 A 24.DWG