NCC240458_Site Plan or Location Map_20240216

RillirWillinilik
c CONSTRUCTION SCHEDULE � � �-- - � \_ g �
I Obtain all necessary d 1 1 on and Sediment Coutml ASC \ \ y ' 4� �I�4 y4} my essary permits en Pan PP occur.A (E 1 Remit and a Certificate of Coverage(COA / \ \ �SQ�3` \. Cv m -
'E. beobtainedbf any land disturbing copy of the EASC permit,the COC and a hard copy of the Alen must be \ W` \ I
keg preferably box, d accessibleduring mspanon. ` \ ILTFENCE
REINFORCED - �4]B
2 Installgr I first,th I f reinforced ad[Iwae
. 1 dwattles. SODDING 7.-
-� \ \ 526 �\ �56 \S� SILT
!7 ( -
J Finish clearing. dgmbb re I as they are started. .�
oLA I d d activities. S�0 REINFORCED _ - s'"�J� SILT FENCE PEN
CP 65.Bk drh do ion tin / SILT
IOUTLETE Js *'�f � WA LE REINFORCED I
9 ]I driveways,g& g d �� �� - 'Tr• \ `l'
Finish an SILT NC eI�TLET /\\\
o g.B r of lot P .., � / �'4 Nt ATTL .4► (TYP. \LE �r/•/�, \ \ ACE 1 I I I `
JACKS RIN 2 0 % 9 rem.grassing mulching isstabilizingdd f 1.I d t 11' 1 the installation of sad on toe tat The silt knee will M 000sexn TB MM NG PIECES. ® WATTLE V \ N kb� .,1i1
j CONSTRUCTION /I I I I \ /^�
ON SP GS o PI ors 1 conduct
se grassing fore ed dark hold. 111111.11111= \ ATTLE�\1ILENCE LIMITS,...) I ` /
SR ft2 ROgp 0 Theshall d If'pe of tire son endsedimen.tion control measures and complete the following \ � � I I \ \
combined If ce t food .MAUL. b _� \ oMal soGA:r uos :rO%PIRr0000noco I
l h f l b k d lbl f l ded r J`
j1 II Selfin-inspections 24h ff event of greater. 1 control measures
Any..dW reps fshall be odeimmediatelycalendar daysyes as gn ,. / \\ 10' �N�TRUCTION 1 �l \ I 'I \
II.
C C04. 04O 1 Cq0 ion SfrC Y- 1 ENTRANUE EN \\ \/ I
ntain
FO%FIRE 22p0 construction and / _ \ �� \ \
�` designed.All ESC measures Snell bear maintainedspecified h 'odd tails on this plan. gauge b installed -� \ CONSTRUCTION D .+ ``. \ N \ \ I I 1 1
V ZO .the dproject d final montane �7 LIMITS ' /1
`a �S� 121nspecnon and final acceptancelmers,Wh h 1 h rm�nees shall contact DEMLR 1 M1 MSC / / \ \ -ENTRANCE
ONSTRUCTION c \//\/\
P . � Plan A.DEMLRinforms the Perm eoftM1eProject close 4 inspection report,the Permittce shall it�,:: THIS PROJECT S IRA LPLV \ ENTRANCE \xT'..> 55.....,
\ \ \ / l
�$o until the has bcenflledou. .. WATERSHEREGARDIN)AND ALLRQUIREMEN \ ,�G SENSITIVE AREA \ I I
^D oD IC„11(Ih weTea TonosPm Ora^ WATERSHEDS SHOULD BE FOLL D \ \ 514 / /I I p^a , VALLEY R A `de4ac,gavMCG01'to submit an electronic Notice of Immiretlon(e-NOT}A$120 annual general petmlt fee will be charged -'
SUNSET GROUND STABILIZATION tw,,,,~arolt ^� AS.SOLIIa �:THE , --� `s\ V N N " �/ /
LANE ,�, uloNeo.wATsaweu 1110110,
s THIS PROJECT ISI HIGH-QUALITY ^
a-r)faT N WATER ZONE AND ALL REQUIREMENTS � \
R05ELAyDSITE AREA STABILIZATION EXCEPTIONS oAPPFARANCE OF GOOD SOD REGARDINGI VEAREA �/ / \ \ \ / / / T/ '
o SR II,2 oA0 VICINITY MAP DESCRIPTION TIME FRAME WATERSHEDS SHOULD B LLOWED N \/ �-- \ \ N N ] \ /
PERIMETER DIKES, 7 DAYS NONE {• / N 20 \ \ \
THIS PROJECT IS IN A PUBLIC SUPPLY SWALES, DITCHES I 75:405:4 +T@iR7gy \/ 21 \ \ \ y / I •
WATERSHED(WS-II)AND ALL REQUIREMENTS &SLOPES \ '/>;;� // \ \ \ / / /REGARDING SENSITIVE AREA HIGH QUALITY 7 DAYS NONE shah / CONSTRUCTIO REIN CEDWATER ZONES 1PO'r"c"- NLIMITS SILT FENCE \ /WATERSHEDS SHOULD BE FOLLOWED (HOW) oamssnom .e.aee.nr„.r \ OUTLET \ \ �� I '(1'THIS PROJECT IS IN A HIGH-QUALITY SLOPES STEEPER 7 DAYS IF SLOPES ARE __ tU�IWATER ZONE AND ALL REQUIREMENTS THAN 3,1 10'OR LESS IN 12 I `•I `-+REGARDING SENSITIVEAREA LENGTH AND ARE ,.0 w, .3"•. \ \ ,,„. /
�.rn2..rn...n .n...,..-.s.F>g WATRE��., N \ (
NOT STEEPER \� 0\ \ -�
WATERSHEDS SHOULD BE FOLLOWED pursuant to G.S.113A(3),provisions for permanent ground rover 19 I� \`Q.
THAN 2:1, 14 �� /
--....__...---
sufficient to restrain erosion must be accomplished for all \ f, '�
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY DAYS ARE disturbed areas within 14 working days or 60 calendar days y �i \ N
NCGS 113A-54.1 NS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR ALLOWED whichever is shorter following completion f construction.
Ono SILT FENCE
COMPLETED AS AN EXCEL SPREADSHEET. ( ) g romp e'on o cons m ) \ \ \ ',)y
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR \ \ \�
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED r/ CONSTR TION
EROSION AND FLATTER SLOPES GREATER ro a o• 22 ENTRANc- s:".j
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A THAN 50.IN General Erosion Control Notes o Q O \ -. -• p ..
NCAC 04B.0131 STATES THAT.._DOCUMENTATION SHALL BE ACCOMPLISHED BY LENGTH 1.Only the areas shown shall be disturbed. ¢ � \) 'l -2p�g�yp�
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 ,�.r / CONSTRUCTION \ ~,I v \ 'E�SEMENT�$g` /
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, WITH SLOPES FOR PERIMETERS areas. I Q]
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, LIMITS \ - ------
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION FLATTER THAN 4:1 AND HOW ZONES) / THIS�
CONTROL PLAN.' 1 13 / \ \ / \ WATERSPHEB-(r S-Ili AND ALL REQUIREMENTS
DATE: PAGE: ` - I \ \ \ BOARDING SENSITIVE ARFA
DATE. PAGE: \ I WATERSHEDS SHOULD BE FOLLOWED 1
CD
S S /Wattle Silt S k/Wattle NOTE: \S,�
FLow�_� Ml ce MI oar germro.protection 'A" 'B' "C' "D E F .G., -H-
5
Area
t,� 11� may be.1.1mlea forin silt socks or ^Q -
IT II--stakes _'ndll lIZ _11 4 1 :Iom:Math mm�� It I� P V / I \\ \ N
2 x 22 gih a .gland de
5 1� installed parallel. I ti . G R 16 aA % \
and a THIS PROJECT IS IN A HIGH-QUALITY
SECTION NEURON minimum of miled µ)located below E HDUS ¶ It NOUS 1 no HODS HOD 4= NOUN° D NOUS HOUR HODS ge or the / \ WATER ZONE AND ALL REQUIREMENTS
Breams land
<o rt..goid be ng mdse..
ttheed°One Rrx rw-r ,rs-I Te-«Tn�'®'m---->->T p rs---av»�-�*rY / 14 / \\ \\ \ REGARDING SENSITIVEAREA \
<o AM*" g um en WATERSHEDS SHOULD BE FOLLOWED
sill
17S
inch s 2 inch cross section should be driven
u1 uJ a Eve.cally plumb,through the center or the silt
sock/wattle.Stakes should.placed ate cervD rr�x N.If needed,Tree Protection fencing should be installed along the buffer zone,wetland I Yb ' \
rnaArnurn interval of 0 feet or a maximum interval boundary and/or around protected trees,providing a radius of at least 1.25 feet for each I 24 G \
or Com 0,8 feet ¢silt sock/wattleplaced in ea Inch inch of tmnk diameter.
To od Mulch 1/2 height of log st g rid 4 Mm. 5. possible when SILT FENCE
2.Install Silt Fence On the low elevab'On sides of each lot.Install Silt Fence outlets Shown On 1
UNneeaoNED INSTALLATION pavement)here), -T�T� schematic/diagram and Feld adjusted,if necessary,for placement at low points.If lots are �-554 \ \
,e�s.mono�o.:w..Ore.....,...00s,<s...:..:..s,:.w,: concrete blacks shall be used Benin the silt
contiguous and have different land owners or builders,each lot should have individual Slit \
ISOMETRIC VIEW sock/wattle m void d in place doting runoff events. SILT FENCE OUTLET ...
Fences.MAI `_ ��
t.N lnepeiL SEisock/wanle al least weekly and alter CONSTRUCTION ENTRAN 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflictwith N
eaCh 1 inch or greeter rainfall.Remo. septic system.It is the responsibility of the builder to ensure the installation of sediment
cutup COMPOST ocx wmu now RATES as control measures does not impact the septic system and repair area(s).Muich or i / XSE \
4.At least one Construction s dedicated
is to be installed per lot. 11 I
for umreunea so Protected oeay:oioneta nm))n (wol.mn)(lasso.rs)(onre) g(]w) 2. are moat ba replaceax oee r 5.Waste bins and other areas dedicated for managing building material waste shall be at
Rre�a To ae t sock rim oara tiro,_Ns °d least 50 feet away front stone drain inlets or drainage ditches unless it can be shown that / 15
/ \
Sheet Fl wa»y Sin tock/pL<.gtnm(a j (ieaF.�,) (usF�:] 1,000 s" It i..11's1.1.1111111e11111%1•111
ire replaced with a o no other alterative exists.If this separation cannot be achieved,these areas must be / \
root Ie Ooe m) (Nae,) (Soo ) contained behind Silt Fence. / \
xmulicpn1w 0.011, t5 22 go 5 6.Inlets downstream of disturbances should be protected;streets should be swept when
ed
u e e fI g m%n ,%. m%x wg].x sediment from the construction activity is present.
a m/ m/ (lee (ter a d...re1.ismmp.aneupeereaabovene• 7.Detailsfor Silt Fence^Sik Fence Outlets,Construction Entrances and other measures are / 4
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION� /
far/m) area rehash tip mmnawya.b
/ Plan
s.Erosion and sediment control
ls are not
L. provided on additional sTYPICAL LOT LAYOUT WITH ROADSIDIE DITCHES drawn to of r
NOTE-DIVERSION DITCHES AND WATTLES WILL NOT BE UTILIZED IN ROADSIDE DITCHES
DATE: we penceFilter Fabric PAGE / 1
F L.(ohnen DATE: PAGE: I\
stoat Poat� Bea.Extra g tic wlmodwre.n Wire Fence we Bnckfill trench CONSTRUCTION
d Compact
(� s 1 SteN Post _ thoroughly upelope / MITS �S9\ 1 \ \
,B-2a aV. 1 / .COiSPACE
Plastic or 13 �`
\ \
tiesrod xaca t . ..
"� . \
Rs? itliNiA
flu
8'down Er 4'forward
1 or
Filter Fabric `along tnnch .........S.....
CROSS /I'I111IoI1111'111I.• \
1. nawdne Sedmemnan,er of standard strength a ext.steno.syn.Coo.the ground.
lHghar.naa OSS SECTION VIEW • •I I I I I I II 11•
2.Ensure
rmpewm voume of watersulk:.to cause failure exceed
swore) �✓w" _ 1.1`IIIII11. ♦-.
3. kiterretincfrorn a continuous roii curo tnaength mtne banter to avoid jon,s.Whenloms are
e.agn...loth only h4 Emiimu over... / Mn
4.Support standard g.fin npnyyw ort a 4,- 0,0��,)��r�r�r r0'" r
posts.
p required repairs N'Pedia�i 115 .411°' In
.e wire mesh pp post wreoQ°o1a�c zip�a i`o entknrepdapaetear,dennmpaae / - if e- O v O \
n m.mfDcemet,then
-rim or
Whw,awre mesharum Of a feet aped seep. Shedd be dd. 2.snood th
securely Into the d of 4- h or become' 't promptly -- a' �' D m
6.5.ea strength firer gdreawiremeshsupportfence.Benaray Remove neceasarytoprovdeadequate )
.Stan the filler fabricshould have a minimum d 50 pound tensile storage volume - re on the Construction Maintenance: \ m Z 2 'l1
sxcavat. feet.Takere t evoie undermining 1 Clear the entrance and exit area of all vegetation.roots and other Siononable 1 Per NCG 01 inspect t least k and after each 1 Inch or
1.Excavate from the bete, 4.Remove
4I n E dos deepewg.e proposed line of the posts end g 9e la Pe \ a
c nitro soda e a material and properly grade t greater rainfall; eke any required repairs immediately.
8.w o of c5,00caong Me bottom and side of the tenon. nds bite, me contributing 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 ^ //
placed ores...fare.and pa Thorough compaction of the hacknll:s drainage area has bee properly...ed. smooth it. from leaving the construction site.This may require periodic " /
nine performance. 3.Provide drainage to carry water to a sediment trap or other suitable outlet topdressing with 2 inch stone. \ .S• \ ///
,o.Do not exam niter.bdc.ex.,ing trees. 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immetliately remove all objectionable materials spilled,washed or \
subject to seepage or high water table. tracked Onto public roadways. w ��
ANC-Eruc1Ir.ernId.Joey SILT FENCE \ CD
CONSTRUCTION ENTRANCE/EXIT
DATE PAGE THIS PROJECT IS IN A PUBLIC SUPPLY THIS PROJECT IS IN A HIGH-QUALITY Road�-
SR-1123_5p
oars. - 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
1111111111111111. IIIIIII 1 Richmond/ TOTAL DISTURBED ACREAGE: 5,08 ACRES
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LOT EROSION CONTROL PLAN
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION 1 ors 4, 8 10 & 19
STEEL THE wOSNED ST 1 -FENCE POST 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 lot to insure that the potential for sedimentation runoff is eliminated as much as possible.Silt fences andgravel construction entrances will be maintained as suggested in the erosion control manual.Sodding,seedingand mulching will be maintained to insure properground stabilizing cover.
................... Po P 99 9 P P g WINDY RIDGE
WIRE FENCE
NAaowoEs CLOTH FRONTNEW 'Neu 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
objectionable materials spilled,washed,or tracked onto public roadways. O N S I T E HOMES L L C
wnsNED sroNE _ STEEL e D 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
]� caouxD NOTES: car osou clRouxD AND HARDWARE 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. SANDHILLS TOWNSHIP M 1 COUNTY
1.Hardware cloth and gravel shouts overlay the silt fence at least 12
�Xspp inches. Sodding-The sod should be properly maintained to insure that the grass take holds in the areas Bain secured.The sod should be watered as necessary to maintain adequate moisture in the root zone and prevent dormant of the sod.The sod should not be mowed to close since this could inhibit adequate toroth -
c'-ocKtOPoe 2.Stone outlets should be placed on low elevation areas of silt fence root
P v 9 9 do rY 9 Pe v q s SCALE: 1"-100� JANUARY 2024
and stabilization of the r bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and it possible. GRAPHIC SCALE
and based on field conditions.
MAINTENANCE: Grassing and Mulching The area to receive grassing and mulching should beproperlyfertilized and limed as necessary s an initial step n soil preparation. Once the grassing has been laced,the area should be maintained as needed to insure that WI areas are germinating properly.An bare areas should be
BURY WIRE FENCE AND B RV V OF UPPER EDGE OF 1.Per to tel
outlet at lest once a week and after each 1inch or 9 9- gr g g rya pi prp gr g p germin gprp y. y
HARDWARE CLOTH FILTER FABRIC w TRENCH greater rainfall event.Complete any required repairs Immediately. repaired,and reseeded as soon as possible.If the time of year does not permit the establishment of a permanent grass,then atemporary grassing should be used until the growing season permits the use of a permanent grass. - �
2.Freshen stone when sediment accumulation exceeds 6 inches.
3.Keep mesh free of debris to provide adequate flow. 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 4.Remove sediment when half of stone outlet is covered. 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 Into 5.Replace stone as needed to facilitate de-watering.
\ 11•e, 1 inch = 100 ft.
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 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 llF-0106
LAST SAVED:1/25/2024 11.57 AM LAST PLOTTED:1/25/2024 2.48 PM PLOTTED BY.Dennis Glibert FILENAME:G\CURRENT JOBS\oNSITE HOLIES\23-2724-02 WINDY RIDGE-EC\PLANS\WINDTRIDGEEC-LOT64.6-1oulo.DWG