NCC242911_Site Plan or Location Map_20240919

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SITE "' , (- - r=-2 a 1. .I L. _HDA•I _ �. L- A HDA J AY L .�
°� =EAST MEN' ROADWAY AY
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/l I I 73 37� 11 • iI/ 36// ,€I / \ �� , Re INE�eD°e°FCURaYNgtea:_ _ 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland
3E / _ _ _ _ / 'a ft / I OI2D5 Ztce'1FLOW boundary and/or around protected trees,providing a radius of al least 1.25feet for each
-�- - ••.�' �� ( IIl}: // I3W inchaf trunknce on th,�!!�� A A 1Vj02.Install Sitt Fence on the low elevation sitles of each lot.Install Silt Fence outlets shown on
�, / / / \ IO H schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are
_�`' / / I I ' j 4 I I contiguous antl have different land owners or builders,each lot shoultl have individual Silt
ei. Nff / / / Fences.
9 � / LICAN PROPERPS'/ •• \ ® 3.Install required Sik Fence within l0 tee[of property line[o ensure there is no conflict with
J HOLDINGLlG"/j \ jr81\ ErvTRAN septic system.lt is the responsibility of the bullderto ensure thelnstallatlon of sediment
SILT FENCE
B$82 o � / \OrTV \ \ \ cues INLET = control measures does not impact Cte septic system antl repair area(s).
374 / 1 a 1 \04.At least one Construction EntrancelExit is W be installetl Per lot.
JI �5 �� 5.Waste bins antl other areas tl drained for managing ditche material waste shall be at
leas/ / �� � I1 \ \ moth¢feeta ay from SveeosWrmtleeinletsaratl orcernage otbeachesun,these ereaan e shown nustbehat
1 I I Ih It t t If th' pa t t b rich evetl these areas must be�. - / i / I` \ I 4 1 1 ` it wn h tl otF
g 6. l i tl 1 f tl t n M1 Id b p t t d',streets shoultl be swept when
rip \) I 364- 207\ a if N t t t ry'p t.
Ac° / / ,- J 42 M 1I ..\Ne Environment°Ljpeq 7.o t'I r s1tF skF o u 1 c - EMrancea ana otM1er meesares are
/_ ss3377$$ I1 \ provided on additional sheets.Erosion and sediment control details are not drawn to scale.
STOpplAlepv6iN0B / \,g• �-� -ri FCTlv�g.re +- TYPICAL LOT LAYOUT WITH CURB AND GUTTER
,I
c / 212 45 ilia- 6 �0 DATE: PAGE:
a ...f ROAD rs4111 401 I / • G at 6n tPsn / \ \ �Ii • B \\�
• c'a'H' ggp
..in
VICINITY MAP p \\O 6TRD \ 1 •
`,�,°`a s J40101
/. 3 7• ,, /.. /G. / '\ 453 / ' , - 42.1 ` /
N.T.S. • /- 464-'•`' �� / \ \ G siolicTO 1 35 I �QOa i
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\ 1 388\ ��� •-.E4��"l / 42� / /�r� / �'^�t '. ,: �� �-..\�\\\ �$ 13 - p 2j-�391 -\• injr‘ /II .......
4.g�/ / / e Min. i �.:
11 \3\86 450 v1j21 425 I �5p- mo +lase• "+l�lx �.*4'
....._ _____
DATE: PAGE: =L AN/FOPERgV- \ \\.. I I \ 2\ 7"_ O I - .. t". p9x ki
(.,.
ilk/Wattle Silt Sock/w HOLDI S L96Le. 1 21 ,---- 1 V fn /) ConatruM'on. Maintenance,
Rowz7 I S S s I f. be b tuna¢f 08 PG 496 I \ 70 - �/ / 1.Clear the entrance and ex t re of all vegetation,roots and other objectionable 1 Per NCG Ot inspect t t k tl after each l inch or
re oth Lc 9 Lilia: "--
-- __ be 1 _Irll II P p g \\\ ^ ry 2�°T meter al antl property grade great¢ 'nfall make any q- d p-s- d ly.
tr M n it stakes t2 nilII�,B 3 - - - - 1 \• �� i- � _� 3• 1 \ O� 2.Place the gravel to the specific grade and dimensions shown on the plans and 2 Ma rate n the grovel patl- d t top t tl ed merit
_ smooth It. from leaving the construct site.This iodic
Stokes 1 1 M parallel to LAM&\ - �3i° \ \ cp: I _ O / 3.Prov de dra nag¢to carry water to a sed'ment trap or other su able outlet toptlress rag w Ih 2'nch t y require periodic
be 1 1,?�(In r�a0(pnry '�\\ ,� I - FIC4ry !! I 35 -�I 4.Use geotext le fabres'n other to'mprove stab'lty of the fountlat on nlowtons 3lmmetl'ately remove all bl ct'onable materials spilled,washed or
SECTION SECTION • - WBink ptheLBdea was O S�sop,, '�-jp0-, \� •'• •
`i / io / O �� / subject to seepage or high water table Necked onto pub)croadways
soeldwattlds)shoukl he turned /
Ro Ath°' <a b.wa*' 1 tN ' /P*6#// \ \` •,y 3 5 I I 396 / // 422/ ~ ' °,,,¢0i / CONSTRUCTION ENTRANCE/EXIT
° Oak or zfemrdurablec �:n�be m:�a y/j - •. `'�. \ 1 1 I i � 189
• alnelamb.th,
the center of the j / •/ \ I �� �1 , 1 ,' _ - / `d of Ofeet if the silt drnaArnorn inter.of 4 .Iapat or a :a°Ia°41roM1 f '/ o� � I III I I �97 / •.I az1 / 5a / �� SODDING
To 1/2 Mulch
of logs g rid 4 Min. trench 5. bMro reie.when ?4'i ag ` .42 /3 qLAY SOD INA STAGGERED
urvTRENCHEO sru noN ..,. .•......ENCHED LLATION".m.maa.....a..„...v..x. oI mace�n an,nanma. / I /, 11m'�„dl I �{ I3 / / 1 I' 190 ' / yIsoMETRIcvIEw t e n p ana. Inspect silt socldwahle at least weeMy and air / / / J ) t I "JJ 1 I I NI 398 I;;y ^ ( 4 k Y I / �� RZNL.BUT,.STRIPS
/ 'y1 in 'I 353
1 1 CONSTRUCTION SCHEDULE
mulch or Comp. INITIAL ROW RATES as . .WE. . /each)inch or gre.r rainfall.Remove / �/ / / I 1 I I I 1 191 TOOL ea.TRIMMING DOWN
WNT
, ... _ ,,,,,...'13':,WE'Llrri=
1w Drmermnae Sara. ECES
2 needed to allow for adequate flow.. time eat m re ranee n or • • • / / J I I 399 I I 11I\I/ 1 41 S \ . 1.amain rig neeaa ana Plan aPPmvala.Emamn m�a seaimem conool(Eese)P= ana a ceresante of causes¢ M �Protenedoviya o,e me',rET (1,,rt)4 m)(5ap.m) m) kmprasa - - - l / I J$' / I I \ \ (MC)must be obtained before any land distmbine activities occur.A copy of me RUC permit,the CAC and a hard copy of me
sneer Fin„ n p n / / / / // I I \ I I I 35>\ plan must be kept on site,preferably in a Permits box,and accessible during inspection. aA
went.. f Wilt Sock/xotoso lots) (as`m)(zzs`m1 s j
/ / WETLANDS I' / I \ \ 2.tostall I first, MATCHED SO CORRECTLY.
`i / grave mnawmr.n eno-annea men sib fences, eat fence
/ 1 I \ outlets and waffles. ��
orris (ads ) (ane ) (son raj replaced M. / J 1 `I 3.Finish clearing d grubbing any necessary the lots dam d
inwio 9n rz10. 7' 1t. 1.', zz. w. s 0.'''/-,
O Em PA Yp� (/ (/ I�r ,}qL ,Ikr� 8 Sm dry they are started.
/x m/x m/x m'x 5 an ... /0 /�,J// I \ I \ C0111 Pry Ar I \ 1 40 \ 1 • • 4Begin lot grading d excavation activities
ram rot (t ( (m d ri b t tee zee '\ \ S Begin continue...use
/ere /dry //lie /m/ml //m) m ea bee"perm Hen ya ]� 1 1 �I inal192 \/ 6. sh ,1 h d' d h ...
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION �/ - \ "d g temporary
_ I 11 g a ramose for J days needs m have
1�0' j- �1 /A \ \ \ \ I I\II \4�1 kir \ \ `_ B.B gII J n fine nradng of for aredesatar rmanent1/ elf. --,,, \ \ \ \ I `1 \ 9.F-alg s&.mulching and stab'1 g fit l M1' 'll- clue the instslla[ion of sod on tM1e lot The ail fence willDATE: PAGE: \� \ \ II I n place until the lot is sodded bled d k hold. P
/'� ��' /J, \\•\ 1 \ Wa� ` IO The contractor shall conduct self-inspections of the e ion and sedimentation control measures and ampler the following
( Q
- 4MIN. SILT 1 jilt j' IPONOA ;`y11,,1 1 °�)� \ \ I I D \ \ 1 �i�l�iil� "'� 193� ` combined self-inspection farm found on.DEMLR website +WY'ii if, l 4111 A
SIL CCE� \11 \
IIIII ---_-__[,'_-__----IY i,I 1`\I \ \ \ \ \, 1 \ 2V hapal/www.de9 ncgov/ebouVdivisions/energy-minerel-end-land-resources/stonnweter/stormweter-progrmnlnpdes-constmcnon-progrmn. ROLL 901) CONTACT ER
`I, ,h;l.,I,F-_- _-__,,, ),,1 ,� \ \ \ 1 1 \ � Twelve monNs of complete inspection forms shall be kept on Site and available for inspection at all rima.It is recommended AcillEVE FIRM WITH TRe dolt Wn a,aeaoo IS am°lei_ESTABLISHE '''''a
•
\\ 1\ 7\ , O copy he kept' Perm b Ref:G.S.113A 54.1 dvms8hGS 113A 5J Sections lSA NCAC 04A.OIO�mrouBh lSA IMMEDIATELYTER
\ NCAC 04E0504 GeneralP -NCG 010000 NPDES for Construction Activities.
GROUND STABILIZATION �> \\ �\ 4 I I USlf inspe d d�mwmncono-ol measures era a 1 every ridays APPEARANCE OF GOOD SOD
\ 8 Q, within 24h f f man inch.MY needed shall be de' M' 1
_ \ designed All ESC shall be d specified in the conswndeutls an this giro Arain gauge shall be ttMWled pI'
SITE AREA STABILIZATION - - '\ wok' , I 4 IIN. a'C! 194 �_ arms projectfor monitoring. II IININI
EXCEPTIONS . . QPEN SPACE \ lestin
12 Inspection and final acceptance) ers.When the prject is complek,ihe peemiae.shall contact DEMLR to close out the dRSC (I 'pI�1IIpnII�DESCRIPTION TIME FRAME \ Common area \ g\ i4 • \,C_Ja\ Plan.After DEMLR informs the permit.of the project dose out,via inspection report,me pemnnee shall visit II'll�� I� YIYuII n°rewsr. es
THE wasHEO ST PERIMETER DIKES, 7 DAYS NONE `Jp - - - � . `- 'deenc.govaN000Mto submit an electronic Notice of termination le-NOT).A$120 annual general nem.fee will charged anaro
STEEL FENCE Pa - SWALES,DITCHES \ " "/ " \A t� \ - _ rant rose Nor rasa been filled out. row. ,e,.,„T
&SLOPES SCE �- - !- )- - ni \ \\ I \ nal
` \- --•"-I '" nanaaanmM.T
HARDWAREWIRE
REFENT FRONT VIEW HIGH QUALITY 7 DAYS NONE tree �v° - - - - \ m 9 "`ill \ ` A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIATY AS REPAIRED BY
WATER ZONES • \ NCGS 113A-54.1.1S AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR
BURY WIRE FENCE. \ \ Ianiii \ \ \5 \ COMPLETED AS AN EXCEL SPREADSHEET.
FILTER (HOW) /. . . . . . 4e \ \\ I \- AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
\ \ \ EROSION AND .-.� i .,m"ns.«m"w iromaanwioss
SLOPES STEEPER 7 DAYS IF SLOPES ARE - \ \ \ I I\ fail SEGMENTATION CONTROL PLAN THAT I KEPT ON THE PROJECT SITE.RULE t5A GeneralErosion Control Notes
WASHED STONE FILTER OF.7 STEEL FENCEy CLOTH IN TRENCH THAN 3:1 10'OR LESS IN \ \ \ I I NCAC 048.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY
3'FILTER FABRIC NOTES: yNTO SOLID▪GROUN AND HARDWARE LENGTH AND ARE - _ I \ 1 \ 1 \1 ` \ 1.Only the areas shown shall be disturbed.
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE 2.All disturbed a shall be d and
1.Hardware cloth and gravel should overlay the silt fence at least 12 NOT STEEPER '06 \ VI\ I \ 34$ �/ APPROVED EROSION AND SEDIMENTATIONINSPECTION CONTROL PLAN OR BY COMPLETING, grassed
a GROUND
inches. - - - - - - I - -,- \ \ r • \ \ DATING AND SIGNING AN REPORT THAT LISTS EACH MEASURE, mulched ass as over Possible and maintained
THAN 2:1, 14 \ t 196\ until t c s established.
2.Stone outlets should be placed on law elevation areas of silt fence - 1 /}� PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION pemanen
and based on field conditions. DAYS ARE .g" \ / - \ - ` \ \/ CONTROL PLAN.'\\\ MAINTENANCE. ALLOWED - - - - - - p - / \ \
eJRy OF 1.Per NCG-01,inspect outlet at lest once a week and after each l inch or SLOPES 3:1 OR 14 DAYS 7 DAYS FOR \ I 40 / AT • - �\
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately. FLATTER SLOPES GREATER - 1 \ , AR'�g,gn ///---���
BURY WIRE FENCE AND 2_Freshen stone when sediment accumulation exceeds 6 inches. THAN 50'IN WETLA'�\ \ / l\ _4`-'\� T_ JEFFE-RS9 Diu EN
3.Keep mesh free of debris to provide adequate flow. LENGTH \ op \ / /.♦ /
SECTION osis 4.Remove sediment when half of stone outlet is covered.
oo \/ \ , / \) ------
5.Replace stone as needed to facilitate de-watering. ALL OTHER AREAS 14 DAYS NONE(EXCEPT a \
..\NC-Envh rmfA'..eg �a /• rR 08 - -\
°�"' WITH SLOPES FOR PERIMETERS yoo-TR q d 1
- SILT FENCE OUTLET FLATTER THAN 4:1 AND HQW ZONES) \) \
' ' ' - - I \ I H/4 / 411 I i �7 -
DATE: more FenceFilter Fabric PAGE: -I l\\` ,�/^ 1 \ \
s s mtrbriewimwirer PI 1 (/
: \\
\oarreth';.'tZ mwmwire inn Wlre Fenno Wr Baaknll trench S • • - 41 I,. Mir - _ \\and Compact Erit'P C P a,/'�F 'A/ Tr //�¢real Post sa Max.em Steel Post -. .morou9hly T OPEN SP E (. \ / \ ` �I m/ r PAGE / o L
- t Dpacp I Common Tea \ ga\ - : / w .a _ _ `�
o�` TOTAL DISTURBED ACREAGE: 0.54 ACRES
7.'ar * ' ,334 4.; v / xv
Wre Tea FR. \ e \ r
)`\ \ �._ .��� LOT EROSION CONTROL PLAN
f \ t f „
' `.�.. - - LOTS 452, 455 & 456
�• SYx �em° an`n MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION BEDFORD, PHASE 5
Filler Fabric 1 General-All m will be inspected and corrections made after runoff producing rainfalls,or at least once per week m The builder will insure that the construction activities on any particular lot do not adversely affect any of the installed erosioncontrol m If lot construction dictates,
strength or etrengN synthetic sllerrabnca. CROSS SECTION VIEW will measures
eerelocated 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 s be maintained to insure proper FOR
sediment1. btheseaarrier a standard the groom(Highs fences ground stabilizing cover.
2.Ensure may n�Iumenfwat„r=l's cause,eiree°5 cture) BENJAMIN STOUT REAL ESTATE
3.Construct the filter fedic from a Me length of the barrier to avoid joints.when joints are Gravel Construction Entrance-The gravel pad should re condition to prevent mud o 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 a necessary. Immediately
necessary,securely fasten the filter cloth only at a support post all objectionable materials spilled,washed,orn tracked aonto public roadways.Any sediment deposits that build up against the fence should be removed and disposed of properly to insure that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for behind the fence at tall limes.Take care to not undermine Ne
4.Support Mandard strength filter fabric by wire mesh fastened a„oMeupslopesd;of,n en fabric the next
fenccepduringaleanoutoperations SERVICES, INC.
the side of the fence support
ost Wire Of pttomiatzlihe trench.Fasten Se and have ahe wire minimmrp50 you 'tensile atren N.the undone
Bntge. Sill Fence-Sediment fences sediment
be inspected s least. hell and afterAd each at rainfall event. Any repairs should f r behind
immediately. Damaged or decomposed fabric under be replaced during
Any sediment tt deposits that build up.gains)the fence should be removed and disposed of properly to
5.When a wire mesh suppan fenm is used,spaoe posts am maximum PSupports math driven e, and�mpa.. mauve that me removed sediment does not wean back against ins fence. Adequate storage volume mould be provided far behind me fence of tan times. Take care to not undermine me fence oaring clean out operations. MCLAUCHLIN TOWNSHIP HOKE COUNTY
securely into strength fief 3.Remove sedimd a minimum..inmes. or become ent deposro¢as ntece Itepessetryto Provideedequete
r labile dreCtly cats.Wire u s should have a minimum m 5o and tensile Sodding-The sod should be properly maintained to insure that the grass take holds in the areas being secured. The sod should be watered a 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 /.
f6. asten de eras filter fabric
Mot awre moan suPpan�.seamy reduce fence
g a growth and stabilization of the root bed. The soda should be limed and fertilized as per soil type recommendations and type of grass recommtions when and if possible. SCALE: "_100' JULY 2024
7.°Eo/Uole thevenar approximately 4 inches wide and a inches deep along the proposed line of the pasta ana rero evom anaerminng therance0uang m GRAPHIC
PHI S
4.Remo�leUeennc g materials and wrstsde sediment deposits Grassing and Mulching-Theo a to receive grassing and mulching should be properly fertilized and limed a necessary as o initial step in soil preparation. Once the grassing has been placed,the o should be maintained o needed to insure that all areas are germinating properly. Any bare areas should be k"iR`yr 111� SCALE
S.PlaCe 12 inches eta.eking the b0xom and smear the lrendt. nil bring the eree to grade and stabilize it alter repaired, and reseeded as soon as possible. If the time of year does not permit the establishment of an permanent grass.then a temporary grassing should be used until the growing season permits the use of a permanent grass. 100 0 50 100 200 400
overB. Me filter fabrin and CO pe01.ThOegn mmpaPkpn of Me NOW is drainage area has been properly afeNlNea. re s o - `�
Wattles-Wattles shall be inspected after significant rainfall events.Rills or gullies up sl ope 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. Ell
le Do not lttalch filleerebbrlcto exl Ile trench wnheoti ahg trees. Removed sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water.Any sediment deposits that build up against the fence should be removed and disposed of properly to Insure that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for 11
behind the fence at.11 times.Take care to not undermine the fence during cleanout operations. I IN FEET )
..\NC-Envir r fen lul.jyeg 1 inch = 100 ft.
y SILT FENCE Reinforced Silt Fence Outlet-Remove sediment deposits a 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 a necessary as it becomes clogged with sediment.Remove all
J C fencing materials and unstable sediment deposits and as
e area to grade and stabilize it after the contributing drainage area has been properly stabilized.Any sediment deposits that build up against the fence should be removed end dispwea of properly to insure Nat the removed sediment does not wesM1 back against the fence.Adequate storage MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
volume should be provided for behind Me fence et tall limas.Take care to not undermine the fence during clear..operations. PHONE[phone] FAX[phone] LICENSE#F-0106
LAST SAVED:7/23/2024 1:39 PM LAST PLOTTED:7/23/2024 1:42 PM PLOTTED BY.Dennis Gilbert FILENAME:G•\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\23-2510-23 BEDFORD-EC\PLANS\BEDFORD EC-LOTs452.455&456.DWG