NCC242653_Site Plan or Location Map_20240828

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/ / (/(/ /M Ae OgU�pD DO' NS 234/ 'li DATE: PAGE:
80 / // I 1 (LID 7. A' 5/ / I I
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-/ _�7,,ft a E� L a;,6 M99DogguEE AILI@�pppit `� u u G �';--_- --- . . . . . . . . 1 / / I I / ISLIDET3y, 'P 5 I / I \ R S\ 91�i / - ../^� / / / 69� I 1 23 / / 20 I % I H
R R lit NousE NousE foss Hou
SITE , �- - �u== a I. .I . _HDA•� L_ � �� �_ A HaA. JAr L .�
°� =EAST MEN' ROADWAY AY
s / I / �� I 73 I,'�' I/ 36 , .I / I �a \ , a '-CURB INLETLEo°eor cuffs Y Notes:
f� N2 \ 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland
w,4k v /- fi 37 /\ \/ / Ili( Z boundary and/or around protected trees,providing a radius of al least 1.25 feet for each
- ' - :11 " " " ' ,'-.fig- -II- f t I I // / 1 205I 3W LEGEND inch of trunk diameter.
�'A \ \ OD \ 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on
4' 'G / \ 3 I O , DIRECTIONF OW SILT FENCE
schematiGdia9rem and field adjusted,if necessary,for placement at low points.If lots era
N.
_�`' % / ! - / I I ' j A I I \ contiguous antl have tlifferent lantl owners or builtlars,each lot shouts have intlividual S!It
ei. /� / / Fences.
9 / PELICAN PROPERPS'/ •• \ ® 3.Install required Sik Fence within 10 feet of property line to ensure there is no conflict with
J HOLDING Ll "/j -- \ jl1]\ ENTRANCE septicsystem.It is the responsibility of the bullderto ensure the Installation of sediment
DB$82 996. / / _ ,O1V \ \ \ curie INLET control measures does not impact the septic system and repair area(s).
/: 374 - - I I a I `� 4.At least one Construction EnbancelExit is to be installetl per lot.
• Lill
37 I \ 65 Waste bins and other areas tletlicated for managing building material waste shall be at
® os / \\ least 50 feet away from sWrm drein inlets or drainage ditches unless it can be shown that
ES - rFORc E I I \ no other alternative exists.If this separation cannot be achieved,these areas must be
/ CONSTRUCT ON S,UTLE - I I \ to tlbehind Silt Fence.
m i STEEP SLOPES EXPOSED DURING CONSTRUCTION / 'I ENTRANCE • \ I1I 4 ` I \ ` 6. t downs
Cream of daturbances sM1ouM be protected',streets should be swept when
o � �4'pv MUST BE SECURED WITH APPROVED MATTING. /1• /S � ��t-� I 1 \ I I Z07\\ d Ifrom tio construction activity is present.
a5 NO SUBSTITUTES!SEE DETAIL PAGE 2 /� \) 1 I 1 ` 364�
JZ my.(° i� / 'e f.1 J/4b2 I \ I I ..\Ne Env ronmentoLjpeq 1.Details tar silt Fence Silt Fence Outlets Construction Entrances and other measures are
5zotreew'""" a �,wArrL `," I I 1 / \ \ ��ET��„t. _ p sea on aaditionalmeats Eros on and sediment control ae�ls are not drawn mscale.
[ �/ REINFORCED . 454 a �d TYPICAL LOT LAYOUT WITH CURB AND GUTTER
2' (I `\ 1\ \ fie..
us ---- Ahvr. .1 AD r:s taut 2c 40'I- - I //IOIfRETE \. ATT' ,21�REIONI ENCD /,/'.4.s\ 4 6 455 \"� 'd/ iii - I \ ! �6� I aV6 \ \ DATE: PAGE:
--401-- a� • �0 '`CONSTRUCT N 4 3;2\ v / \
o + 7Y�\ �%t66/ ,�. J i� \n..'WA7457)\ COR NTM T.TI N / a \ 1
s / SILT o cE
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+�n. :, F rvce / s :its - 42t Y 1
VICINITY MAP S - - -- • °° / , ,; DDTLF6T 453 D� ME •
- �. co IIJJtrio / a
N.T.S. /6� E R ry E 7---
�' 56/.e= 1 es'
( C 9TgUCTJ�N /, \ ONSTRfIGLON ro Mr° I I I LNG ea'46
FIFO, D / , RANGE/ / E•TRANCE / 'O /, °To
Dui:T coed uc N / / 390 A� A ��, 452 I 4 7 J
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360 186 Q "fir .� w
STEEP SLOPES EXPOSED DURING CONSTRUCTION \�II WA E ♦/ F C j" /I 1 r►
MUST BE SECURED WITH APPROVED MATTING. - \ :sEj 0101 ` 36s / wil ..----Mg---
......" �� / - y 7
NO SUBSTITUTES!SEE DETAIL PAGE 2 $ �• eG
.\ \ ILc 1.;�I \ 460 451 N/ / / \•.r' -.-. - fl..�li 3 3 3��
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/ co S RucnONMI / e Mn .-'
4 , P ilnllisrnnN 2�\ N.-
/ 7>37 a� '�' b +Y'- a�.RBIN O�Cs � 8• 21 �da22- Fv mo / Ltiyar "-1,," a°'4.*4-
SILT ENCE �¢!s'`' es
DATE: PAGE: \ ` p E I \ \ / 4�/. rTl, N / -\
Sock/Wattle Silt Sock/w \ Fit ._- �rU/�J55��� Construction,eeMaintenance
FLOW-� S-I s t s s�I f. be s bstwme for N/F ce FENT �p6 .\a 0 - / 1.Clear the entrance and exit area of all vegetation,roots and other objectionable 1 Per NCG Ot inspect at tat once a week antl after each 1'rich or
obi b
-, be 1 _ P o 9 P 1CAN P TY _206 EyMI ME M material and properly grade T. greater rainfall:make anyrequiredrepairs immediately.
__ It_II -111 ranwB HO)_DI $LLC393 Iall pQ 2.Place the gravel to the specific grade and dimensions shown on the plans and 2 Maintain the grovel pad- d t top t mud ed merit
fr Mini' stakes 1z Stakes a Mrgm such g ao rim deform 98 PG 496_ O5. �, or-__�\\ \ p_-J/ smooth t from leaving the construction T Thisy require periodic
use
a es 1 1 nsal ee pa a N w \ `r■�3" e: I - 3.Provide drainage to catty water to a sediment trap or other suitable outlet topdress rig with 2 inchstone.and a minimum of...the,.the toe of a \� Y40 ,� I - /O -N 4.Use geotext le fabrics'norder to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or
SECTION SECTIONslope.SIX as ins Mageewile land distu / ' O ���b4y -e ,� .:i / �0 /I 0 En �Dj,m / aublect to seepage or high water table backed onto publcroadwepa
Wu.^spdsB-�
Nsfl should be wmeasghtly ulau to STEEP SLOPES EXPOSED DURING CONSTRUCTION �4 �\ ,.'Y d/ / 15MI 00
AzO ow. <O ow- _ ,f 9 ou"a the end a MUST BE SECURED WITH APPROVED MATTING. 73, -- � : ',
CONSTRUCTION ENTRANCE/EXIT
///'��� / / „ff 169 inch1 a!�1�1 JiaJ lb Max..interval°Urea,' with rval /7 a
ENTRENCHED / 7 , 2
' 2 -•- 190 / Q
..�..am..mmm���.a. . .x m nibuse an ea eve.. / / I / / I WV SOD 11.STAGGESED
fter , , yIsoMETRIcvIEw _ t Inspect silt sock/wale at least weekly and each t*AO to le n p a rig na /re.r rainfall,Remove / // J \/ / I I I I rot 398 I ^ ' 4 k I / ror NOT LEAVE SPACES AND DO
1 'I 353
accumulated sediment and any debris as .WETLAN<tl(/ II 191
tar Dno-ehwnaMulch Or COMP.oiw po Inames ro(2haomm.,�oaw RATES ow :. to allow for adequate rime eatceelacee if Dag or % / / ,,�pgF) It
I I I I I 399 I I II 1� \41S \ M � `"°s•aoTa�Mn,lna P�ECEs.
ranee w nm1sT I12"mI 155"1 124"'h") rim) - - // / 19 ( I I 1\ \ CONSTRUCTION SCHEDULE TTING-ANGLED..
Sheet Flo / WETLANDS I \ 35\ 1.Obtain all necessary permits and plan approvals.Erasion and Sediment ControSE@SC)permit and a Certificate of Coverage III III cA
fait 600 CUT.MUST BE.
wet soak/M�g�eaxi i;a3`mi i s`m°i a. j
/ / / f // f �I I . \ (cOClmoatbeobtainedbeforetar landdisturbin ... ATCHEDCORRECTLY
Worker one0. Reinstall fidamaged or dislodged.sock,die may need to he
/00. / (ConY\lon
1/ y gectrvroes occur.Acopy of the E&SC permit,the COC and copy of the ��M
asim (305 ) (3se ) (tsoo m) ntmeaceere'INa / / /,/ cJ.l I 1 `I Plan mast be kept on sire,Prefvably inapemtits box,and accessible dmmg itLspection.aM.iosn Hoe 7io 'm/rt 'm%x22.k yce/n fi ( OP�C(Ivv SP}�C 21rsWl gravelcorumrrnon entrances first,then silt fences,reinforced silt tone
sit mcksiwattles shall be
/mim> /m'im) i im) /%n2iTM) imjm) m neon pw n r nace. ,J/ I „21 Mean \I IMail0 \\ I 1 z •
outlets and geea�grabbing necessary areas on they started.
„
vs sP<xde '\ \ I 9 �/ 3 Finish cleating d bbi Mel.as the d.
_ I IIMI \ 4.Begin lot grading and mem/bbing any necessa s
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION x� \ I°a _ 1 1 \` iiiivillalui \ C Begnnr<nntrnnewrmnnme ono <tinna<trweea.
1�0' /j=' �1 Fq \ \ \ 1\I \ 441 `_ fi ANY DISTURBED STEEP SLOPES(SLOPES 8%OR GREATER)MUST BE MATTED.NO DISTURBED STAPES TO
/%� j ----1,,,,;,,:,
�\\ \ \\ \ 1 \I \ REMAINUNCOVERED.
\ \ \ V\ I I\�� I nal 0)O ,Finish all rough grading and house construction.All areas not arswrbed far]days needs to have tem,a y or Permanent
DATE: PAGE: \� ` a drover installed P
// li G' - ``� o I 1- 1EE
s.h�Mm�l adyewa_ MIN. _ \ ,I, POND AGG oaI
ap a.,iui E" \, tN�t 1'd \I °� 0110m. ` 9.Begin fine grading ofrea\ I 10.Final grassing.mulchnd MOW WHEN DIE SOD IS
�� ` remmnm 1 'I IITh ontr hall If irepections ofthe erosion and sedimenmdon control measures and complete me fallowing
'\ \ \. '- 5t \O combined Ili' f found on the OEMLR website
\ \ �•,1 P N APPEARANCE OF GOOD 80D
I I ' htq,// deq.n. /bo t/d'' slenergy mineral and land resources/storm / progmMnpdes consirocban pmgrm.
GROUND STABILIZATION �� 1\ 40 \ w<lyem m t pl pcwnfo rota sh lbekp an site day lblf p oat all umes It isr ommena da
SITE AREA STABILIZATION '\ wo - I 194 wpybekE G b .Ref CG 1000541mrour on 113Afls . 13A NCAC 04A 0101 thraugn lSA n�l
EXCEPTIONS - - °PENSP.ACE \ Ital y (� \- NCAC hME 0504G IP it NCG 010000 NPDES for CothatrucnonA--' . �IryI
DESCRIPTION TIME FRAME Common Area \ &\ i4 ��III� \Oa `- 12.s<Ifsrapx rr<roa on and aemmentat n< trot measures are performed I rice<very s<ven calendar rays and iFikli �,I,I,II ��III II nan.THEwASHEDST PERIMETER DIKES, 7 DAYS NONE `Jp 4� '1 'thin 10h r nt of greater man l' h.An ededre shnb ade immediately to maintain measures as - aoaro
\ t� designed.All ESC hall be maintained asspecified'thedetails this plan.A min gauge shall be installed aippirype
STEEL FENCE POST SWALES,DITCHES \ "/ A ` I \ • _ thep j fo o Stang. - m�TM_
&SLOPES WIRE FENCE ACE \-\ ;NS-1- -\ - \\\Ts` \ -. \ 49 \I 1I \- I)IRI Afier anmm�cfor. spermletters.Wnen me project seout,
m p sn11 E balli.to ae ow me E&se f " oanasaom M.T
FRONT HIGH QUALITY 7 DAYS NONE boa v° / - - - `\l ` Plan Alter DEMLR mforma m<cermmee of the project close om.vw rrepecuon report,the perminee anal)visn ,,...� +�. MOP.
HARDWARE CLOT WATER ZONES _ _ _ _ o. • \ Ialn \ 195 \- 4degncgoviNCG01'to submit an electronic Nonce of termination(e NOT)A$120 annual general permit tee will be charged
BURY WIRE FENCE. \ \ \ until the e-NOT has been filled out.
(HOW) /- - - - - - - \ma \41 \ \\ \ I \� w"`«..erhromasncritaaa
FILTER FABRIC.
alla
SLOPES STEEPER 7 DAYS IF SLOPES ARE - I \ \ \ I 1\ \ ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY GeneralErosion Control Notes
WASHED STONE ~2PgpgRr relNµn a° cFILTER 0,57 STEEL FENCE , µioTHiNOTRSHCH THAN 3:1 10'OR LESS IN \ •\ \ I I NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR
3'FILTER FABRIC NOTES: INTO soup GROUND
LENGTH AND ARE - _ j \ \ \ I V \I \ ` \ COMPLETED AS AN EXCEL SPREADSHEET. 1.Only the areas shown shall be disturbed.
1.Hardware cloth and gravel should overlay the silt fence at least 12 NOT STEEPER 1 \ '06 \ \ I \ 345 �/ AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED 2.All disturbed a shall be grassed and
o GROUND inches. - - - - - -I- \ \ 1 1 / \ EROSION AND mulched as soon over pl ssible d maintained
THAN 2:1, 14 t 196\ \ \ until t c s established.
lsg 2.Stone outlets snouts be placed on low elevation areas of silt fence `` ` SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A pemanen
and based on field conditions. DAYS ARE -8- -1 \ - TPs - \ \ NCAC 04B.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY\\ MAINTENANCE. ALLOWED - - - - - - p - .II \ \ ` ___\ ` \ �/ \ INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
q�RV 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 `p1` 40 - i� APPROVED EROSION AND SEDIMENTATON CONTROL PLAN OR BY COMPLETING,
HAROWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event Complete any required repairs immediately. FLATTER SLOPES GREATER - 1 I\ '4A1��JT�7.��(�) 7+ L, �/'� T-�� -, DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
BURY WIRE FENCE AND 2.Freshen stone when sediment accumulation exceeds 6 inches. THAN 50'IN WETa \ \ I\ --
_ -" 1_ JEFF�SO D 1\l� PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
3.Keep mesh free Of debris to provide adequate flow. LENGTH \ op \ / / CONTROL PLAN."
SECTION VIEW 4.Removeloesediment when half of stone outlet is covered.
oo \� \ , \I -----S.Replace stone as needed to facilitate de-watering. ALL OTHER AREAS 14 DAYS NONE(EXCEPT v \
..\Nc-Enmr "e"r'h.ey WITH SLOPES FOR PERIMETERS Do- / .,,, I -\
AND HOW ZONES) - - 1 H T .,/�r/ 411 I �s7_ THIS PROJECT HAS SLOPES
SILT FENCE OUTLET FLATTER THAN 4:1 1
/ I 349 __ THAT ARE 8%OR GREATER
DATE: W.Fenc Filter FabrlC PAGE: I \ I \ \ \ \ _ STEEP SLOPES EXPOSED DURING
10005kbn wMautwire tie WOO Fence PI wre Eacknn trench V� 41 I M - \ \\
/ and compost "_ \ \ CONSTRUCTION MUST BE MATTED
\ ` Dom\ E PAC PAGE
F 1 //�
etsal Post sa Max Eere rice Steel Post thoroughly / OPEN SP E - - - \ � - \ `\ \I / mo11 T _ - \ • A V I� of L
3 .. uwore Common red \ � < • 1/ // .a
• TOTAL DISTURBED ACREAGE: 1.55 ACRES
Wre ties s kKn: .. / \ / mG --\ \� 1 _
f / )`\ \ -W - -��� LOT EROSION CONTROL PLAN
? `X :L..... • •
/ `•\• y _ - LOTS 382, 385, 386, 454, 457 & 459
SYx MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION BEDFORD, PHASE 5
a4-tat
canceucuon. Filter Fabric 1 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,
avenged or extra strength
synMetic filterfabncs. CROSS SECTION VIEW measures will be 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 FOR
1.construct.,iment barrier of standard
2,Ensure Mat the the groum.(Higher fences ground stabilizing cover.
may lice s vblam ht of i mara fence
re exceed inches
above ee of water sufficient to caufai of structure)
3.Construct.°filter Ndic from a continuous roll art to me length t the barrier w avoid joints.When ioits 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 oonto public roadways.Any sediment depasiI that build up against the fence should be removed and disposes of properly to insure that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for bethind the fence at tall times.Take care to not undermine the
4.Support.ndard strength filter radio by wire mesh fastened with
Net
psNpe fencceoduring cleanout operations. A&G RESIDENTIAL,the L L C
sidewire
the Nice mesh post Wire Of attom of the trench.Fasten le0alp Me should have ehe wire minimmhn5aou ttensile strenN en fabric on he
B,, Sill Fence-Sediment fences should be inspected s least o the
and offer each rainfall event. Any repairs should f made immediately. Damaged s.decomposed fabric should be replaced promptly. Any sediment deposits that build up against the fence should be removed and disposed of properly to
5.When a wire mesh support fence is used,spaoe posts am rIcoapart.Supports should driven e,aard�tpa.. insure that me removed sediment does not warn back o9anstiha fence. Adequate storage volume should be provided far behind me fence of tan times. Take ears to not undermine the feriae daring cleanout operations. MCLAUCHLIN TOWNSHIP HOKE COUNTY
securely into 6.Extra sten,M fiat 3.Remove sedim ground a minimum of 24 inc.., or become ent deposhpa asnia.Itecessetry to Provide adequate
filterfasten Me fabric al oats.Wire u s should have a minimum of 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 q
a wit
aPalvias'czlpue q pound gtheNressureon a growth and stabilization of the roof bed. The soda should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible. SCALE: "= 100' JULY 2024
7.Excavat the trench approtmaw+r 4 in<Mes wide and 8 inches deep along the proposed line of the pasta and care to ovum undermining mefenreeuhrg m GRAPHIC
nrTT SCALE
unstop°from the barrier. 4.Remo�teUeennc g materials and unstable 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 111C "TC`y��
along6.Place 12 inches of la, the bottom and sloe of the trench. and bring the area to grade end stabilBelt after the centebu0ng 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
er.8filterfabrl<and<a pa<tThoeghcompaconoftn8,I01lhs drainage area has been properlysaMltred. e s o - 11
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.
Ell
to Do.attalch fixer aehrlc to existing trees. Removed sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or wafer.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 providedfor 11
behind the fence at tall times.Take are to not undermine the fence during cleanout operations. ( IN FEET )
..\NC-Envir h ten Let jpeg 1 inch = 100 tit.
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 if 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 and dispwea of properly to insure Met the removed sedimentdoes not wasM1 back against the fence.Adequate storage MOORMAN,K ONEZER (91 TZEL,INC.1158ROADFOOT AVE.FAYETTEVILLE,N.G 28305
volume should be provided for behind me fence at tall times.Take care to not undermine the fence during cleanout operations. PHONE[phone] FAX[phone] LICENSE#F-0106
LAST SAVED:7/22/2024 4:03 PM LAST PLOTTED:7/22/2024 4:39 PM PLOTTED BY,Dennis Gilbert FILENAME:G\CURRENT JOBS\000 RESIDENTIAL LLC\23-2B5S-12 BEDFORD-EC\PLANS\BEDFORD EC-LOT53B2.3B5.386.454.457g:459.DWG