NCC232436_Site Plan or Location Map_20230816

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CONSTRUCTION SCHEDULE - / VjL�� I. Obtain all necessary peml'ts and plan approvals Erosion and sediment Control / \ \ l
(E&SC)permitand a Certificate of Coverage(COC)most be obtained before any land disturbing activities / / \J\
/ occur.Acopy of the F.&SC permit,the COC and a hard copy of the plan must be kept on site,preferably in ///
permits box,anens�caccessible dng inspection. /
SAND HILL ROAD 87 2. Install gravel c ti s first,then silt fences,reinforced silt fence outlets and wades. SODDING 774 . ��
��Tj�� 3. 17e ish clearing and gmbbivg any necessary areas on the lens as they are
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�M J/ 4. Begin lot smiling and excavation activities /��� N.
5. Begin or continue with house construction activities.
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Il//-ROgD't V `�s Ps 6. Finish all rough grading and house construction. /
oa' ]. Install driveways,walks and patios. �� // /
00 LLp� 8. Begin fine grading of lot areas MMill axosenorwMMxa FIscss / // \ \
f�w gU O 9. Final grassing,mulching and stabilizing of la.In most Gazes this will involve the installation of sod on the lot /
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o�" ROA The silt fence will remain in place until the lot is sodded or grassing is stabilized and lakes hold. M�� 7 ----- p
'o 00 10. The contractor shall conduct self-inspections of the erosion and sedimentation control measures and complete / �� / \
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ININ M<MILLAN HN MALLAN a i the following combined self-inspection form found on the DEMLR websim MAE a (/\
ROA� RO. General.httpxdfi esOPonnv/ncdEMLR CS%20Mmering-Fend%Ben A0%20Resou9edf Twelve
months o co0 MATCHED conascTcv.General%20Permils/DEMLR-CSW-Monitoring-Fo,ms-Rev-August-S-2019.pdf Twelve months of complete M \ lPe
inspectionf shall be kept on site and available for inspectionall f recommended copy be mwvc o
m� permits b (G5113A 541()•lon AC 04B 0131 NCGOIP Bi3 A and A) //
Il Self' p f d d, n control measuresb performed I very seven \ \
: (1)
calendar daysd within 24M1 f dry min event ofgrea b 1inch.Ay neededrepairshall be
made immediately designed All ESCshallb d specified in \ \
the detail M plan.A rain gauge shall be installed h projectf rig `\
12 Inspectiond final acceptance letters When the project 1s complete,h p shall DEMLR m
- closeh E&SCPlan After DEMLR informs the petoo of the project I inspection report, \\� \ \ \
it
the perminee shall visit`degnc.goviNCG01'to submit an electronicNice of termination(a NOT)A$100 -)NW!lHI,h�ANl1WA'
v
TAR90RODCH annual general permit fee will be N
charged until ma cNOT has been filled ou wind mssoa TACT Il�)pp��ryryU nsmcsN°olgqM sMowsB
ROAD d P chars t djd YF!'jWl -•�bn,blu,'{.nib e/11
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GROUND STABILIZATION .=tgOa„e°w"�we" ( ....-'-- \
o2'e RTrurvE VICINITY MAP SITE AREA STABILIZATION EXCEPTIONS ndx APPEARANCE OF GOOD SOD "nH.� III \\ \ \
$ e?a� Roao N.T.S. DESCRIPTION TIME FRAME \--
\
3e PERIMETER DIKES, 7 DAYS NONE \
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SWALES, DITCHES as \
&SLOPES _ °n'MGXe'°"`' 1 // \ 1
HIGH QUALITY 7 DAYS NONE narAa ' / �\ \ \\ 1 /
WATER ZONES aVea'�P.°'°'"`"' \\ \ / /
(HOW) roe�xara K".<eaerar
SLOPES STEEPER 7 DAYS IF SLOPES ARE `a a.r"kx,wa, (/ \'
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY THAN 3:1 10'OR LESS IN Il- \ 0
NCGS 113A-54.11IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE GeneralErosion Control Notes \ \
COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER `2 / 7�
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 1.Only the areas shown shall be disturbed. r
EROSION AND DAYS ARE ' I
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED 2.All disturbed areas shall be grassed and o \ \ \ 7 \ 178
NCAC 04B.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY mulched as soon Co possible and maintained m \I \
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR until pemanent cover is established. \7' ,.5 \
DATINAPPRGED EROSION AND SIIGNIINGAND AN INSPECTIONION REPORT CONTROL PLAN
LISTS ER BY ACH MEASURE, THAN
FLATTER SLOPES GREATER
SD'IN
212
p \� G \ / /
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH q `\ •
CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE(EXCEPT .' \ / \\ v /
WITH SLOPES FOR PERIMETERS
FLATTER THAN 4:1 AND HOW ZONES) / \
\ 1807
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DATE: PAGE: \ \
DATE. PAGE: - \ I
Sat Sock/wattle Silt Sock/W illNOTE:
Row pa �I Area oIn - - gaquwaem protection "q" "B" "C" "D" "E" "F" "G" "H" I 181
II 11� na ceaubaM l eror 207
�n n k guse in silt eecks un my a mpaN I ll G I 208 \/
1I~Etakee ,2 !I dean�aam b
s 2 g u 'nd the toe of a I I � IIje e 20904)
and a minimum of 10feet SECTION secnoN nlelflat areas should be located µ)ncerea e�rowen HOUSE HOUSE HOUSE _-- CONSTRUCTION /
¶NO US 1f ll ll �G :11 - LIMITS 210
edge or Hoc Lot Plan CONSTRUCTION
y'yo 11off a around theslightly
o,me,O Yr� '1` ✓l -- LIMITS la.disturbance.The ends of the silti -
RO A.Ma.. a•Maa. I a_ silt 1!should RrN TWA
PL.:
L EDG NUA a:IJ 4 NU lJ IL.ROADwAY �-NU Ay L NUA.LJ Y� q' =. --- I \e ii
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inch x 2 inch cross section should be driven CSC
4) Wsoce. IDRBIry EaFaDRB Npee AY -NUde I\\ 2 y maximum interval 0(4 feeler a maximum interval 214 ZPlan { 1aa / 183
1 If needed,Tree Protection fencing should be installed along the buffer wetland ♦Y e" I /boundary and/or around protected trees providing a radius of at least 1.25 feet for each Lot Plan a StTe /� /
or COM g nil a Mn Inch LEGEND inch of trunk diameter.
To 1/2 Mulch
of log a a. In_ (i- 2 Install Silt Fence on the low elevations des of each lot.Install Slt Fence outlets shown on I 145 21[ F" �`j�e+ /
UNTRENCHEDINSTALLATION ) ry schematic/diagram agmm and field adjusted T necessary,for placement a[low points.If lots are l\ Lot Plan i /
'"""°"""'°""'°'"°"""'°`"^"'°0BH6X""""""""" inn contiguous and have different land owners or builders each lot should have Individual Silt / j]�
ENTRENCHED NsintuT orv• FLOW DIRECTION '� <[H•
ISOMETRIC w aanp gran xe.events. SILT FENCE -. P F'
MAINTENANCE
Fences. I cp I 217
1. Inspect silt svcuwanle at least weekly and alter SILT FENCE lOUTLETas ES ® 3.Install required Silt Fence within l0 feet of properly line to ensure there is no conflict with \ I x - �/ 206 Os ailh
owner sax menu now RATES each,Inch or greater rainfall.Remove CONSTRUCTION ENTRANCE septic system.It is the responsibility of the builder to ensure the Installation of sediment • 144 - -- `,,
accumulated sediment ene any debris as CURB INLET = control measures does not impact the septic a `` J
Mumh«comlgst accumlated sediment a.any
system and repair meats). knry•+ \ - i' 205 / ale
b Umrewnea Socks AreaIDBe compuets°c. eea ¢ina Mina ama '121rr 2. sixawWWamemnsmereplaceelf clogged or 4.At least one construction Entrance/Exit to be installed per lot •
Protected they,plo.eta om) fern end)(.so end)(Goo end) (m) 5.Waste bins and other areas dedicated for managing building material waste shall be at U] �' 204 186 / dlit,e
Brian Flax least 50 feet away from storm drain Inlets or drainage ditches unless It can be shown that r•-F -/ / / ;y
ww� �sgt so<k/M�<�;Gme rearm) ivaFm) sSeek/wattle may n.d.ba'rewared"wlma n�ofber auernarve exists.If mitt separation cannot be achieved,mead areas moat be I•'r 203 /
coat le 0.m) (aria ) 0.0., 'nail behind sill Fence.
HTM..snow ]. n. 1a zz ao 5 Reinstall if damaged or &Wetsldownstream of disturbances should be protected,streets should be swept when 143 I �•F 202 /
ix ,mix mix mix ix TM....ere ill. i. ode izel ia]. h b,� a DedimemrSmFenc,SiltFenceTAcIT present. I 198 p01 201 187 /
/m/ml /m/m) /,n/m) /m/m) Vm/m) tl°a'smur'aa ads a°°°av saeo�n .\NC-Environmentol.jpeg ].Details for Silt Fence,Silt Fence Outlets,Construction Enirencea and other measures are i 19$ 200 Lot Plan / // /
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION DrTE ,-I_zoz;, Provided on additionalshee.Eeoslonaedsedimemcomroldeansaeenodrawnmscale. Lot Plan
TYPICAL LOT LAYOUT WITH CURB AND GUTTER /
L / / 142 188 //
DATE: Lrergm,abn cove FenceFilter Fabric PAGE: DATE: PAGE: 140/ r III 197 /// /
f K \ CONSTRUCTIO / / •
SW..rot� B Max..m g ncwluoweewNn wire Fence Wire B dkenmpa to 191 190
MITS
mdrdugnty a la / 141 192 / /
Steel Postax
/ � 195 194 193 Lot Plan
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196 A.,
Plastic or tg2a" 4 �- --- ---
wreteat .. wri �oaa
Ca
a�In.
a•a a4•te m QJ «rF�,w
1 :ategL trench AmusementDrly i '\ \
126
Filter Fabric CROSS �1011,• '• +' � \\` F ^^/ - / 127 \\ /
1. Construct.° a a T to 129
2.Ensure that Me ued(Higher fences �'••.-- \ \
impoundmay 3. n volumes sediment
m sediment "does
°amine:length structure)r r�° as nM.wbenl°m a sssecroNwEw / a Mn 5 V1 136 135 134 133 132 131 130 128
04
fasten theMer<nm halammrimumo.eer fabric by wire mesh fastened searely to the upslope sideaPtothe.1.pos.xtend nre,ctecence;
/ 4 l+g-1 .' \ 139 1 1 7 /
4.Support standard strength the wire Ma'asupport<ai twee°ebomtic stoma Me"op slope i t nwem`aoa;smmeeatey. �a40. ♦t�"��,f a`° \ \ \
side5.asecure%into the gm,support fence of4- n mein orafeet span seppp Shedd be anv.n. inch or reater Make or become ineffective,replaoeany collapse,tl tear ea<nmp.<, '� __
does not Construction: Maintenance.
B.fastenthenfiler fabric directly to postsswn or plasticzip Res should have amnimum of SO pound[en a 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-01 inspect at least once a week and after each l inch or
rt fence.Securely 3.Remove
s aS
tO
VIde
strong.. fence.Take re la avokl underminingfence du material and properly grade it. greater rainfall:make any required repairs immediately. I \
].Excavate the trench approximately 4 Inches vide and B Inches deep along the prep°.line of the posts and t'Iceneo'netxt rain enareu epeaswe ogmR,I»te 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 sedimentea. Vim+ /
9.H sa from the aebn�celoigtiebosomendsideoftheo-encn. 4.Remove an fencing area watedaleand unanbteseaimemaeaositeg smooth it. from leaving the censimctionsite.This may require periodic
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g. the trench with soil properly stabi zegrade and StablliZe leaceruw con ibutn 3.Provide drainage to cerry water to a sediment trap or other suitable outlet. topdressing wind 2 inch stone. I \ 0
Bml�sink.,Ddorman<eaover Me TilmrebnC and w Thoroughcompaction of the liackall is drainage area has been 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or 1 I \ /
ic.Do not attach eealt5bn<to existing trees. subject to seepage or high water table. tracked onto public roadways.
NC-Envo-a one WI.jpey SILT FENCE CONSTRUCTION ENTRANCE/EXIT \ I \
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DATE: PAGE: ' / \ ) /
MIN _� FENCE PAGE 1 of 2
+ 1 IlllllllvlllllllI iHiHi 1 MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION oTALLOTTEROSIONACONTROL 1PLANACREs
I - ' LOTS 192, 200, 201, 213, 214, 216 & 219
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
THE wnsHED ST j �v relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible.Silt fences and gravel construction entrances will be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover. BRAXT ON VILLAGE
- I I - Gravel Construction Entrance-The gravel pad should remain in a condition to prevent mud or sediment from leaving the constmcbon 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 PHASE s FRONT objectionable materials spilled,washed,or tracked onto public roadways. i �AAJE
HARDWARE CLOTHSilt 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
wIEN FENCE .._...._...._...
� RY WIRE FENCE,
FILTE that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for behind the fence at tall times.Take care to not undermine the fence during cleanout operations. FOR
wnsHED STorvE _ FENCE STEEL 1...--
2' CLOTH IN TRENCH Sodding-The sod should be property 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
wsT� Linn tic INTO000 APART MIN.
AND HARDWARE and stabilization of the mot bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible. A&G RESIDENTIAL
NOTES:
1.Hardware cloth and ravel should overlay the silt fence at least 12
's_°6° inches. g y Grassing and Mulching-The area to receive grassing and mulching should beproperly fertilized and limed as necessary as an initial step in soil preparation. Once the grassing has been placed,the area should be maintained needed to insure that all areas are germinating properly.Any bare areas should Be GRAYS CREEK TOWNSHIP CUMBERLAND COUNTY
"o°`�uaooN 2.Stone octets should be placed on low elevation areas of silt fence repaired,and reseeded as soon as possible.If the time of year does notof 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.
and based on field conditions. SCALE:1"=100' AUGUST 2023
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 GRAPHIC SCALE
BURY WIRE FENCE AND B RV 8.OF UPPER EDGE OF 1.Per NCG-01,inspect outlet at lest once a week and after 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. leo a 50 100 200 400
HARDWARE CLOTH FILTER FABRIC IN TRENCH greeter rainfall event complete any required repairs Immediately.
2.Freshen stone when sediment accumulation exceeds 6 inches. 11
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 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
SECTION VI. 4.Remove sediment when halt 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 )
q"" tot Joe, 5.Replace stone as needed to facilitate de-watering.
NC-En vir 1 inch = 100 ft.
-r-T=r n,,1 �-. SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE MF-0106
LAST SAVED:e/2/2023 4:54 PM LAST PLOTTED:e/2/2023 5:02 PM PLOTTED BY.Dennis Elbert FILENAME:G.\CuRRIEW JOBS\A&G RESIDENTIAL LLC\23-2B5s-01 BRAXTON VILLAGE-EC\PLPNS\BRAMON EC-LOTS 192.200.201.213.214.216&219.01110